[Resume]
Name

Izuru Takewaki

Position

Professor of Building Geoenvironment Engineering (2003.10-),
Associate Dean of Graduate School of Engineering (2008.4.1-2012.3.31)
Vice-President of Architectural Institute of Japan (2013.5-2015.5)
President of Architectural Institute of Japan (2019.5-2021.5)

Institution Kyoto University
Country

Japan

Age

63 (Male)

Address (2010.4-)
Dept. of Architecture and Architectural Engineering, Graduate School of Engineering,
Kyoto University, Kyotodaigaku-Katsura, Nishikyo-ku, Kyoto 615-8540, Japan(Dept. of Urban and Environmental Engineering until March 31, 2010)
E-mail, Fax & Tel
E-mail takewaki@archi.kyoto-u.ac.jp
Fax+81-75-383-3297

Tel+81-75-383-3294

Date of birth
September 11, 1957
Education and research
Bachelor of Engineering, Kyoto University, 1980
Master of Engineering, Kyoto University, 1982
Doctor of Engineering, Kyoto University, 1991
Visiting Researcher at University of California, Berkeley, 1989-1990
Visiting Professor at University of California, San Diego, 2005
Guest of Churchill College, Cambridge University 2008
Adjunct Professor at Wessex Institute of Technology, UK, 2011
Research interest :Inverse problem in vibration

structural optimizationsoil-structure interaction

seismic resistant design of building structures

random vibration theory

critical excitation method

structural reliability

structural dynamics

systematization of structural design process system identification & health monitoring
construction of design earthquake

surface ground analysis

robust structural design

seismic retrofitting of school buildings

structural control

passive control

Useful web site for research interest
http://www.scitopics.com/authorprofile.jsp?userid=1054
http://www.ar.t.kyoto-u.ac.jp/ja/information/laboratory/ground_enviro/index_html
http://www.bge.archi.kyoto-u.ac.jp/index-e.html

MAJOR EARTHQUAKE ENGINEERING CONTRIBUTIONS:
Contributions in(i) introduction of concept of inverse problems in building structural design(ii)

development of advanced mathematical treatment of building structural design under soil-structureinteraction(iii) development of advanced theory for optimal passive damper placement(iv) development of innovative passive control systems(v)development of new critical excitation methods for constructing design earthquakes(vi) development of new critical excitation methods using double, triple and multi impulses(vii) development of advanced and innovative system identification methods(viii) development of new robust structural design methods under structural and load uncertainties
Award
The Encouragement Prize of Architectural Institute of Japan 1990 （日本建築学会奨励賞）,‘Earthquake-response Constrained Design of Pile-supported Elastic Shear Buildings for Site-dependent
Response Spectra’.
The Prize of Architectural Institute of Japan for Research Thesis 2004 （日本建築学会賞）, ‘Design
Method for Building Structures via a Hybrid
control system for greater resilience using multiple isolation
and building connection Inverse Problem Approach’.
Fellow of Wessex Institute of Great Britain, July 12, 2004 （英国ウェセックス工科大フェロー）
2008 Paper of the Year (J. of The Structural Design of Tall and Special Buildings)（高層および特殊建物の構造設計に関する国際専門誌の 2008 年度最優秀論文賞）
I.Takewaki and K.Fujita, Earthquake Input Energy to Tall and Base-isolated Buildings in Time andFrequency Dual Domains, J. of The Structural Design of Tall and Special Buildings, Vol.18, No.6, pp589–
606, 2009 (online publishing in 2008).
2014 年度 日本建築学会著作賞（The Prize of Architectural Institute of Japan for Book in 2014）
I.Takewaki, A.Moustafa and K.Fujita, Improving the Earthquake Resilience of Buildings: The worst caseapproach, Springer (London), July, 2012.
2015: Inclusion among the four contributions featured on the homepage of the Frontiers publishingplatform (www.frontiersin.org) from 20 through 26 August, 2015. Speciafically chosed becauseof the considerable number of views and downloads they obtained and their societal importance(Earthquake Engineering).
* K.Kojima and I.Takewaki, Critical earthquake response of elastic-plastic structures under nearfault ground motions (Part 1: Fling-step input), Frontiers in Built Environment (Specialty
Section: Earthquake Engineering), Volume 1, Article 12, 2015.
* K.Kojima and I.Takewaki, Critical earthquake response of elastic-plastic structures under nearfault ground motions (Part 2: Forward-directivity input), Frontiers in Built Environment(Specialty Section: Earthquake Engineering), Volume 1, Article 13, 2015.
2016: Specialty Section Development Award in Frontiers SA (Switzerland): presented at the second
chief editors summit
2017: Community Fund in Frontiers SA (Switzerland)Membership
Architectural Institute of Japan (Member 1980-), Director (Science) of AIJ (2007.6-2009.5), Auditor of
AIJ (2010.6-2012.5), Vice-President in charge of research (2013.5-2015.5), President (2019.5-2021.5)

Japan Society for Earthquake Engineering Promotion
Japan Association for Earthquake Engineering
American Society of Civil Engineers (USA), Member of SEI(Structural Engiineering Institute) andEMI(Engineering Mechanics Institute), Member of Dynamics Committee
Earthquake Engineering Research Institute (USA)American Academy of Mechanics (AAM)
International Society for Structural and Multidisciplinary Optimization (ISSMO)International Society for Computational Engineering & Sciences (ISCES)
Japan Society of Seismic Isolation
Japan Society of Steel Construction
Member of Science Council of Japan (Oct. 1, 2020-)
ReviewerInternational Journal of Solids & Structures
International Journal of Computers & Structures
Journal of Sound & Vibration
Earthquake Engineering & Structural Dynamics
Soil Dynamics and Earthquake Engineering
ISET Journal of Earthquake Technology
International Journal of Structural Engineering and Mechanics
International Journal of Advances in Structural Engineering
Theoretical and Applied Mechanics
Journal of Engineering Mechanics, ASCE
Journal of Structural Engineering, ASCE
Journal of the Franklin InstituteEngineering Structures
External Reviewer for Assessing Grants Proposal for Research Grants Council, Hong Kong 2005, 2008,
2009
Structural Control and Health Monitoring
Interaction and Multiscale Mechanics, An international journal
Journal of Earthquake Engineering
Journal of Zhejiang University-SCIENCE A
Bulletin of Earthquake Engineering (European Association for Earthquake Engineering)
Earthquakes and Structures (EAS): An International Journal of Earthquake Engineering and Earthquake
Effects on Structures
Applied Ocean Research, Elsevier
Structure and Infrastructure Engineering
Probabilistic Engineering Mechanics
External reviewer of 2011 FONDECYT National Research Funding Competition organized by Chilean
government research funding agency
Inverse Problems in Science & Engineering
Journal of the Structural Design of Tall and Special Buildings
Nuclear Engineering and Design

Earthquake Engineering and Engineering Vibration
Proceedings of the Institution of Mechanical Engineers, Part C, Journal of Mechanical Engineering
Science
Sustainable Cities and Society
Shock and Vibration
Computer-Aided Civil and Infrastructure Engineering
Frontiers in Built Environment (Specialty Section: Earthquake Engineering)
Publication:(Int. Jour.)T.Nakamura and I.Takewaki : Optimum Building Design for Forced-mode Compliance, Journal of1
Engineering Mechanics, American Society of Civil Engineers, Vol.111, No.9, pp1159-1174, 1985.
2

T.Nakamura and I.Takewaki : Ductility Design via Optimum Design of Nonlinear Elastic Frames,
Journal of Structural Engineering, American Society of Civil Engineers, Vol.115, No.3, pp608-625,
1989.

3

T.Nakamura and I.Takewaki : Optimal Elastic Structures with Frequency-dependent Elastic
Supports, International Journal of Solids and Structures, Vol.25, No.5, pp539-551, 1989.

4

I.Takewaki, J.P.Conte, S.A.Mahin and K.S.Pister : A Unified Earthquake-resistant Design Method
for Steel Frames Using ARMA Models, Earthquake Engineering and Structural Dynamics, Vol.20,
No.5, pp483-501, 1991.

5

I.Takewaki, J.P.Conte, S.A.Mahin and K.S.Pister : Probabilistic Multi-objective Optimal Design ofSeismic-resistant Braced Steel Frames Using ARMA Models, Computers & Structures, Vol.41,
No.4, pp687-707, 1991.

6

T.Nakamura, M.Tsuji and I.Takewaki : Design of Steel Frames for Specified Seismic Member
Ductility via Inverse Eigenmode Formulation, Computers & Structures, Vol.47, No.6, pp1017-1030,
1993.

7

I.Takewaki and T.Nakamura : Hybrid Inverse Mode Problems for FEM-Shear Models, Journal ofEngineering Mechanics, American Society of Civil Engineers, Vol.121, No.8, pp873-880, 1995.

8

I.Takewaki, T.Nakamura and Y.Arita : A Hybrid Inverse Mode Problem for Fixed-Fixed MassSpring Models, Journal of Vibration and Acoustics, American Society of Mechanical Engineers,
Vol.118, No.4, pp641-648, 1996.

9

I.Takewaki : Semi-explicit Optimal Frequency Design of Chimneys with Geometrical Constraints,
Finite Elements in Analysis and Design, Vol.23, No.1, 37-56, 1996.

10

I.Takewaki : Optimal Frequency Design of Tower Structures via an Approximation Concept,
Computers & Structures, Vol.58, No.3, pp445-452, 1996.

11

I.Takewaki : Design-Oriented Approximate Bound of Inelastic Responses of a Structure under
Seismic Loading, Computers & Structures, Vol.61, No.3, pp431-440, 1996.

12

T.Nakamura, I.Takewaki and Y.Asaoka : Sequential Stiffness Design for Seismic Drift Ranges of a
Shear Building-pile-soil System, Earthquake Engineering and Structural Dynamics, Vol.25,
pp1405-1420, 1996.

13

I.Takewaki : Efficient Optimal Frequency Design of Elastically-Supported Distributed-Parameter
Cantilevers, Computers & Structures, Vol.62, No.1, pp107-117, 1997.

14

I.Takewaki : Elastic Frame Redesign via a Performance-based Incremental Inverse Problem,
Computers & Structures, Vol.63, No.2, pp217-224, 1997

15

I.Takewaki and T.Nakamura : Hybrid Inverse Mode Problem for Structure-Foundation Systems,
Journal of Engineering Mechanics, American Society of Civil Engineers, Vol.123, No.4, pp312-321,
1997.

16

I.Takewaki : Efficient Semi-Analytical Generator of Initial Stiffness Designs for Steel Frames under
Seismic Loading (Part 1 Fundamental frame), J. of The Structural Design of Tall Buildings, Vol.6,
No.2, pp151-162, 1997.

17

I.Takewaki : Efficient Semi-Analytical Generator of Initial Stiffness Designs for Steel Frames under
Seismic Loading (Part 2 Slender frame), J. of The Structural Design of Tall Buildings, Vol.6, No.2,
pp163-170, 1997.

18

I.Takewaki : Design-Oriented Ductility Bound of a Plane Frame under Seismic Loading, Journal of
Vibration and Control, Vol.3, No.4, pp411-434, 1997.

19

I.Takewaki : Incremental Inverse Eigenmode Problem for Performance-based Structural Redesign,
Finite Elements in Analysis and Design, Vol.27, No.2, pp175-191, 1997.

20

I.Takewaki : Efficient Redesign of Damped Structural Systems for Target Transfer Functions,
Computer Methods in Applied Mechanics and Engineering, Vol.147, No.3/4, pp275-286, 1997.

21

I.Takewaki : Optimal Damper Placement for Minimum Transfer Functions, Earthquake Engineeringand Structural Dynamics, Vol.26, No.11, pp1113-1124, 1997.

22

I.Takewaki : Equivalent Linear Ductility Design of Soil-Structure Interaction Systems, Engineering
Structures, Vol.20, No.8, pp655 - 662, 1998.

23

I.Takewaki : Optimal Damper Positioning in Beams for Minimum Dynamic Compliance, Computer
Methods in Applied Mechanics and Engineering, Vol.156, Nos.1-4, pp363-373, 1998.

24

I.Takewaki : Relation of a Frequency-Dependent Structure with the Corresponding FrequencyIndependent Structure, International Journal of Solids and Structures, Vol.35, No.15, pp1785-1791,
1998.

25

I.Takewaki, T. Nakamura and K.Hirayama : Seismic Frame Design via Inverse Mode Design ofFrame-Ground Systems, Soil Dynamics and Earthquake Engineering, Vol.17, No.3, pp153-163,
1998.

26

I.Takewaki and S.Yoshitomi : Effects of Support Stiffnesses on Optimal Damper Placement for a
Planar Building Frame, J. of The Structural Design of Tall Buildings, Vol.7, No.4, pp323-336, 1998.

27

I.Takewaki : Hybrid Inverse Eigenmode Problem for a Shear Building Supporting a Finite-Element
Subassemblage, Journal of Vibration and Control, Vol.4, No.4, pp347-360, 1998.

28

I.Takewaki : Remarkable Response Amplification of Building Frames due to Resonance with theSurface Ground, Soil Dynamics and Earthquake Engineering, Vol.17, No.4, pp211-218, 1998.

29

I.Takewaki : Inverse Component-mode Synthesis Method for Redesign of Large Structural Systems,
Computer Methods in Applied Mechanics and Engineering, Vol.166, Nos.3-4, pp201-209, 1998.

30

I.Takewaki : Inverse Stiffness Design of Shear-Flexural Building Models Including Soil-StructureInteraction, Engineering Structures, Vol.21, No.12, pp.1045-1054, 1999.

31

I.Takewaki and K.Uetani : Efficient Redesign of Damped Large Structural Systems via Domain
Decomposition with Exact Dynamic Condensation, Computer Methods in Applied Mechanics andEngineering, Vol.178, Nos.3-4, pp367-382, 1999.

32

I.Takewaki : Hybrid Inverse Eigenmode Problem for Top-Linked Twin Shear Building Models,International Journal of Mechanical Sciences, Vol.41, No.9, pp1133-1153, 1999.

33

I.Takewaki, S.Yoshitomi, K.Uetani and M.Tsuji : Non-Monotonic Optimal Damper Placement via
Steepest Direction Search, Earthquake Engineering and Structural Dynamics, Vol.28, No.6, pp655670, 1999.

34

I.Takewaki : Efficient Inverse Frequency Design of Tapered Beams Including Shear Deformations,
Computer Methods in Applied Mechanics and Engineering, Vol.179, Nos.1-2, pp67-79, 1999.

35

I.Takewaki : Seismic Shear Building Design for Frequency-Dependent Supports via Hybrid Inverse
Formulation, ISET Journal of Earthquake Technology, Vol.35, No.1-3, pp28-60, 1999.

36

I.Takewaki and K.Uetani : Optimal Damper Placement for Building Structures Including Surface
Ground Amplification, Soil Dynamics and Earthquake Engineering, Vol.18, No.5, pp363-371, 1999.

37

I.Takewaki : Displacement-Acceleration Control via Stiffness-Damping Collaboration, Earthquake
Engineering and Structural Dynamics, Vol.28, No.12, pp1567-1585, 1999.

38

I.Takewaki : An Approach to Stiffness-Damping Simultaneous Optimization, Computer Methods in
Applied Mechanics and Engineering, Vol.189, No.2, pp641-650, 2000.

39

I.Takewaki : Soil-structure Random Response Reduction via TMD-VD Simultaneous Use,
Computer Methods in Applied Mechanics and Engineering, Vol.190, Nos.5-7, pp677-690, 2000.

40

I.Takewaki : Semi-explicit Random Response and Sensitivity of a Simple SSI System, Journal ofEngineering Mechanics, ASCE, Vol.126, No.2, pp219-222, 2000.

41

I.Takewaki : Optimal Damper Placement for Planar Building Frames Using Transfer Functions,
Structural and Multidisciplinary Optimization, Vol.20, No.4, pp280-287, 2000.

42

I.Takewaki : Optimal Damper Placement for Critical Excitation, Probabilistic Engineering
Mechanics, Vol.15, No.4, pp317-325, 2000.

43

I.Takewaki and K.Uetani : Inverse CMS Method for Damped Large Structural Systems, Computers& Structures, Vol.78, No.1-3., pp415-423, 2000.

44

I.Takewaki and M.Nakamura : Stiffness-Damping Simultaneous Identification Using Limited
Earthquake Records, Earthquake Engineering and Structural Dynamics, Vol.29, No.8, pp12191238, 2000.

45

I.Takewaki, H.Sato and K.Uetani : Reduced-Basis Stiffness Inversion of a Structure- Foundation
System via Component-Mode Synthesis, J. of The Structural Design of Tall Buildings, Vol.9, pp215232, 2000.

46

I.Takewaki, A New Method for Nonstationary Random Critical Excitation, Earthquake Engineeringand Structural Dynamics, Vol.30, No.4, pp519-535, 2001.

47

I.Takewaki, Nonstationary Random Critical Excitation for Nonproportionally Damped Structural
Systems, Computer Methods in Applied Mechanics and Engineering, Vol.190, No.31, pp3927-3943,
2001.

48

I.Takewaki, Probabilistic critical excitation for MDOF elastic-plastic structures on compliant
ground, Earthquake Engineering and Structural Dynamics, Vol.30, No.9, pp1345-1360, 2001.

49

I.Takewaki, Nonstationary random critical excitation for acceleration response, Journal ofEngineering Mechanics, American Society of Civil Engineers, Vol.127, No.6, pp544-556, 2001.

50

I.Takewaki, Resonance and criticality measure of ground motions via probabilistic critical excitation
method, Soil Dynamics and Earthquake Engineering, Vol.21, No.8, pp645-659, 2001.

51

I.Takewaki, Seismic critical excitation method for robust design: a review, Journal of StructuralEngineering, American Society of Civil Engineers, Vol.128, No.5, pp665-672, 2002.

52

I.Takewaki, Critical excitation for elastic-plastic structures via statistical equivalent linearization,
Probabilistic Engineering Mechanics, Vol.17, No.1, pp73-84, 2002.

53

Y.Lee, I.Takewaki, K.Uetani and K.Inoue, Critical damping of structures with elastically supported
visco-elastic dampers, Earthquake Engineering and Structural Dynamics, Vol.31, No.2, pp481-486,
2002.

54

I.Takewaki, Robust building stiffness design for variable critical excitations, Journal of StructuralEngineering, American Society of Civil Engineers, Vol.128, No.12, pp1565-1574, 2002.

55

I.Takewaki, N.Fujii and K.Uetani, Nonlinear surface ground analysis via statistical approach, Soil
Dynamics and Earthquake Engineering Vol.22, No.6 pp499-509, 2002.

56

I.Takewaki, N.Fujii and K.Uetani, Simplified inverse stiffness design for nonlinear soil
amplification, Engineering Structures, Vol.24, No.11, pp1369-1381, 2002.

57

K.Uetani, M.Tsuji and I.Takewaki, Application of an Optimum Design Method to Practical Building
Frames with Viscous Dampers and Hysteretic Dampers, Engineering Structures, Vol.25, No.5,
pp579-592, 2003.

58

I.Takewaki, H.Fujimoto and K.Uetani, Computational soil-structure interaction design via inverse

problem formulation for cone models, An International Journal of Computational StructuralEngineering, Vol.2, No.1, pp17-26, 2003.
59

I.Takewaki, N.Takeda and K.Uetani, Fast practical evaluation of soil-structure interaction ofembedded structures, Soil Dynamics and Earthquake Engineering, Vol.23, No.3, pp195-202, 2003.

60

I.Takewaki, Frequency Domain Modal Analysis of Earthquake Input Energy to Highly Damped
Passive Control Structures, Earthquake Engineering & Structural Dynamics, Vol.33, No.5, pp575590, 2004.

61

I.Takewaki, Bound of Earthquake Input Energy, Journal of Structural Engineering, ASCE, Vol.130,
No.9, pp1289-1297, 2004.

62

I.Takewaki and H.Fujimoto, Earthquake Input Energy to Soil-Structure Interaction Systems: A
Frequency-Domain Approach, An International Journal of Advances in Structural Engineering,
Vol.7, No.5, pp399-414, 2004.

63

I.Takewaki, Critical Envelope Functions for Non-stationary random Earthquake Input, Computers &Structures, Vol.82, Nos.20-21, pp1671-1683, 2004.

64

I.Takewaki, Response Spectrum Method for Nonlinear Surface Ground Analysis, An International
Journal of Advances in Structural Engineering, Vol.7, No.6, pp503-514, 2004.

65

I.Takewaki and M.Nakamura, Stiffness-damping simultaneous identification under limited
observation, Journal of Engineering Mechanics, ASCE, Vol.131, No.10, pp1027-1035, 2005.

66

I.Takewaki and Y.Ben-Haim, Info-gap Robust Design with Load and Model Uncertainties, Journalof Sound and Vibration, Vol.288, Issue 3, pp551-570, 2005.

67

I.Takewaki, Frequency Domain Analysis of Earthquake Input Energy to Structure-Pile Systems,
Engineering Structures, Vol.27, No.4, pp549-563, 2005.

68

I.Takewaki, Bound of earthquake input energy to soil-structure interaction systems, Soil Dynamics
and Earthquake Engineering, Vol.25, Nos.7-10, pp741-752, 2005.

69

T.Ariga, Y.Kanno and I.Takewaki, Resonant behavior of base-isolated high-rise buildings underlond-period ground motions, The Structural Design of Tall and Special Buildings, Vol.15, No.3,
pp325-338, 2006.

70

I.Takewaki, A Comprehensive Review of Seismic Critical Excitation Methods for Robust Design,
Advances in Structural Engineering, Vol.8, No.4, pp349-363, 2005.

71

I.Takewaki and A.Kishida, Efficient Analysis of Pile-group Effect on Seismic Stiffness and Strength
Design of Buildings, Soil Dynamics and Earthquake Engineering, Vol.25, No.5, pp355-367, 2005.

72

I.Takewaki, Uncertain-parameter Sensitivity of Earthquake Input Energy to Base-Isolated Structure.
Int. Journal of Structural Engineering and Mechanics, Vol.20, No.3, pp347-362, 2005.

73

Y.Kanno and I.Takewaki, Robustness analysis of trusses with separable load and structural
uncertainties, Int. J. Solids and Structures, Vol.43, No.9 pp.2646-2669, 2006.

74

Y.Kanno and I.Takewaki, Sequential Semidefinite Program for Maximum Robustness Design ofStructures under Load Uncertainties, Journal of Optimization, Theory and Application, Vol.130,
No.2, Vol.130, No.2, pp265-287, 2006 August.

75

I.Takewaki, Worst-case Analysis for Earthquake Energy Input Rate in SDOF and MDOF Structures,
An International Journal of Advances in Structural Engineering, Vol.9, No.3, pp361-375, 2006.

76

A.Kishida and I.Takewaki, Exact Higher-order Sensitivity and Variation of Earthquake Energy Input
in Soil-Structure Interaction System, An International Journal of Advances in StructuralEngineering, Vol.9, No.5, pp37-53, 2006.

77

I.Takewaki, Probabilistic Critical Excitation Method for Earthquake Energy Input Rate, Journal ofEngineering Mechanics, ASCE, Vol.132, No.9, pp990-1000, 2006.

78

Y.Kanno and I.Takewaki, Confidence Ellipsoids for Static Response of Trusses with Load andStructural Uncertainties, Computer Methods in Applied Mechanics and Engineering, Vol.196, issues
1-3, pp393-403, 2006.

79

Y.Kanno and I.Takewaki, Worst-case plastic limit analysis of trusses under uncertain loads via
mixed 0-1 programming, Journal of Mechanics of Materials and Structures (Electronic Journal),
Vol.2, No.2, pp247-273, 2007.

80

I.Takewaki, Closed-form Sensitivity of Earthquake Input Energy to Soil-structure Interaction
System, Journal of Engineering Mechanics, ASCE, Vol.133, No.4, 389-399, 2007.

81

I.Takewaki, Earthquake Input Energy to Two Buildings Connected by Viscous Dampers, Journal of
Structural Engineering, ASCE, Vol.133, No.5, 620-628, 2007.

82

A.Kishida and I.Takewaki, Analysis of Earthquake Energy Input in Soil-pile-structure System with
Uncertain Soil Parameter, An International Journal of Advances in Structural Engineering, Vol.10,
No.3, pp229-244, 2007.

83

K.Fujita, S.Yoshitomi, M.Tsuji and I.Takewaki, Critical cross-correlation function of horizontal andvertical ground motions for uplift of rigid block, Engineering Structures, Vol.30, No.5, pp 11991213, 2008.

84

I.Takewaki, Robustness of base-isolated high-rise buildings under code-specified ground motions,
accepted for publication in The Structural Design of Tall and Special Buildings, Vol.17, No.2, 257271, 2008.

85

Y.Kanno and I.Takewaki, Ellipsoidal Bounds for Static Response of Framed Structures against
Interactive Uncertainties, Interaction and Multiscale Mechanics (An international journal), Vol.1,
No.1, pp103-121, 2008.

86

S.Yoshitomi and I.Takewaki, Noise-effect Compensation Method for Physical- parameter System
Identification under Stationary Random Input, Structural Control and Health Monitoring, 16(3),350-373, 2009.

87

Y.Kanno and I.Takewaki, Semidefinite Programming for Uncertain Linear Equations in Static
Analysis of Structures, Computer Methods in Applied Mechanics and Engineering (special Issue)
198(1), pp102-115, 2008.

88

T. Tani, S. Yoshitomi, M. Tsuji, I. Takewaki, High-performance control of wind-induced vibrationof high-rise building via innovative high-hardness rubber damper, Journal of The Structural Designof Tall and Special Buildings, Vol.18, No.7, pp705-728, 2009.

89

J. Hino, S. Yoshitomi, M. Tsuji, I. Takewaki, Bound of aspect ratio of base-isolated buildings
considering nonlinear tensile behavior of rubber bearing, Struct Eng & Mech., Vol.30, No.3, 351368, 2008.

90

I.Takewaki, K.Fujita, Earthquake Input Energy to Tall and Base-isolated Buildings in Time andFrequency Dual Domains', J. of The Structural Design of Tall and Special Buildings, Vol.18, No.6,
pp589– 606, 2009. (2008 Paper of the Year)

91

S. Yoshitomi and I. Takewaki, Noise-bias compensation in physical-parameter system identification
under microtremor input, Engineering Structures, 31(2,) 580-590, 2009.

92

Abbas Moustafa and I.Takewaki, The use of probabilistic and deterministic measures to identify
unfavorable earthquake records, Journal of Zhejiang University-SCIENCE A, 10(5), pp619-634,
2009.

93

A.Kishida and I.Takewaki, Response Spectrum Method For Kinematic Soil-Pile Interaction
Analysis, An International Journal of Advances in Structural Engineering, vol.13, no.1, pp181-197,
2010.

94

Y.Kanno and I.Takewaki, Semidefinite Programming for Dynamic Steady-State Analysis of
Structures under Uncertain Harmonic Loads, Computer Methods in Applied Mechanics andEngineering Vol.198, Nos.41-44, pp3239-3261, 2009.

95

K.Fujita and I.Takewaki, Property of critical excitation for moment-resisting frames subjected tohorizontal and vertical simultaneous ground motions, Journal of Zhejiang University-SCIENCE A,
Vol.10, No.11, pp1561-1572, 2009.

96

K.Yamamoto, K.Fujita and I.Takewaki, Instantaneous earthquake input energy and sensitivity inbase-isolated building, J of Structural Design of Tall and Special Buildings, Vol.20, No.6, pp631648, 2011.
97

K.Fujita and I.Takewaki, Critical correlation of bi-directional horizontal ground motions,
Engineering Structures, Vol.32, pp261-272, 2010.

98

I.Takewaki and M.Nakamura, Temporal variation of modal properties of a base-isolated building
during an earthquake, Journal of Zhejiang University-SCIENCE A, Vol.11, No.1, pp1-8, 2010.

99

Abbas Moustafa and I.Takewaki, Deterministic and probabilistic representation of near-field pulselike ground motion, Soil Dynamics and Earthquake Engineering, Vol.30, No.5, pp412-422, 2010.

A.Moustafa and I.Takewaki, Characterization and modeling of near-fault pulse-like strong ground
100 motion via damage-based critical excitation method, Struct Eng & Mech., Vol.34, No.6, pp755-778,
2010.
101

Abbas Moustafa and I.Takewaki, Modeling critical ground-motion sequences for inelastic structures,
Advances in Structural Engineering, Vol.13, No.4, pp665-679, 2010.

K.Fujita, A.Moustafa and I.Takewaki, Optimal placement of viscoelastic dampers and supporting
102 members under variable critical excitations, Earthquakes and Structures, Vol.1, No.1, pp43-67,
2010.
Abbas Moustafa, Kohei Ueno and I.Takewaki, Critical earthquake loads for SDOF inelastic
103 structures considering evolution of seismic waves, Earthquakes and Structures Vol.1, No.2, pp147162, 2010.
I.Takewaki, K.Fujita, K.Yamamoto and H.Takabatake, Smart Passive Damper Control for Greater
104 Building Earthquake Resilience in Sustainable Cities, Sustainable Cities and Society, Vol.1, No.1,
pp 3-15, 2011.
K.Fujita, K.Yamamoto and I.Takewaki, An Evolutionary Algorithm for Optimal Damper Placement
105 to Minimize Interstorey-Drift Transfer Function in Shear Building, Earthquakes and Structures,
Vol.1, No.3, pp289-306, 2010.
106

I.Takewaki and H.Tsujimoto, Scaling of design earthquake ground motions for tall buildings basedon drift and input energy demands, Earthquakes and Structures, Vol.2, No.2, pp171-187, 2011.

107

A.Moustafa and I.Takewaki, Response of nonlinear single-degree-of-freedom structures to random
acceleration sequences, Engineering Structures, Vol.33, pp1251-1258, 2011.

I.Takewaki, S.Murakami, S.Yoshitomi and M.Tsuji, Fundamental mechanism of earthquake
108 response reduction in building structures with inertial dampers, Structural Control and Health
Monitoring, Vol.19, No.6, pp590-608, 2012.
F.Adachi, S.Yoshitomi, M.Tsuji and I.Takewaki, Enhanced reduced model for elastic earthquake
109 response analysis of a class of mono-symmetric shear building structures with constant eccentricity,
Soil Dynamics and Earthquake Engineering, Vol.31, No.7, pp1040-1050, 2011.
110

I.Takewaki, Preliminary report of the 2011 off the Pacific coast of Tohoku earthquake, Journal of
Zhejiang University-SCIENCE A, 12(5), 327-334, 2011.

I.Takewaki, S.Murakami, K.Fujita, S.Yoshitomi and M.Tsuji, The 2011 off the Pacific coast of
111 Tohoku earthquake and response of high-rise buildings under long-period ground motions, Soil
Dynamics and Earthquake Engineering, Vol.31, No.11, pp1511-1528, 2011.
K.Fujita and I.Takewaki, Sustainable building design under uncertain structural-parameter
112 environment in seismic-prone countries, Sustainable Cities and Society, Vol.1, No.3, pp142-151,
2011.
K.Fujita and I.Takewaki, An efficient methodology for robustness evaluation by advanced interval
113 analysis using updated second-order Taylor series expansion, Engineering Structures, Vol.33,
No.12, pp3299-3310, 2011.
114

H.-G.Kim, S.Yoshitomi, M.Tsuji and I.Takewaki, Ductility inverse-mapping method for SDOF
systems including passive dampers for varying input level of ground motion, Earthquakes andStructures, Vol.3, No.1, pp59-81, 2012.
115

A.Moustafa and I.Takewaki, Characterization of earthquake ground motion of multiple sequences,
Earthquakes and Structures, Vol.3, No.5, pp629-647, 2012.

M.Kuwabara, S.Yoshitomi and I.Takewaki, A new approach to system identification and damage
116 detection of high-rise buildings, Structural Control and Health Monitoring, Vol.20, No.5, pp703727, 2013..
K.Fujita and I.Takewaki, Robustness Evaluation on Earthquake Response of Base-Isolated Buildings
117 with Uncertain Structural Properties under Long-Period Ground Motions, Architectoni.ca Journal,
Vol.1, No.1, pp46-59, 2012.
118

K.Fujita and I.Takewaki, Robust passive damper design for building structures under uncertain
structural parameter environments, Earthquakes and Structures, Vol.3, No.6, pp805-820, 2012.

H.G..Kim, S.Yoshitomi, M.Tsuji and I.Takewaki, Post-Tensioning High-hardness Rubber Damper
119 System for Vibration Control of Residential Houses and Building Structures, Advances in StructuralEngineering, Vol.15, No.12, pp2165-2180 , 2012.
120

H.G..Kim, S.Yoshitomi, M.Tsuji and I.Takewaki, New three-layer-type hysteretic damper system
and its damping capacity, Earthquakes and Structures, Vol.3, No.6, pp821-838, 2012.

H.G..Kim, S.Yoshitomi, M.Tsuji and I.Takewaki, Analytical and experimental study on a new stud121 type hysteretic and visco-elastic hybrid damper system, Architectoni.ca Journal, Vol.1, No.2, pp106117, 2012.
F.Adachi, S.Yoshitomi, M.Tsuji and I.Takewaki, Nonlinear optimal oil damper design in seismically
122 controlled multi-story building frame, Soil Dynamics and Earthquake Engineering, Vol.44, Issue 1,
pp1-13, 2013.
I.Takewaki, K.Fujita and S.Yoshitomi, Uncertainties in Long-Period Ground Motion and Its Impact
123 on Building Structural Design: Case study of the 2011 Tohoku (Japan) earthquake, Engineering
Structures, Vol.49, pp119-134, 2013.
Y.Minami, S.Yoshitomi and I.Takewaki, System identification of super high-rise buildings using
124 limited vibration data during the 2011 Tohoku (Japan) earthquake, Structural Control and Health
Monitoring, Vol.20, Issue 11, pp1317-1338, 2013.
S.Kamagata and I.Takewaki, Occurrence mechanism of recent large earthquake ground motions at
125 nuclear power plant sites in Japan under soil-structure interaction, Earthquakes and Structures,
Vol.4, No.5, pp557-585, 2013.
126

I.Takewaki, Towards narrowing unexpected issues in future earthquakes: a review, Advances in
Structural Engineering, Vol.16, No.5, pp931-946, 2013.

M.Murase, M.Tsuji and I.Takewaki, Smart passive control of buildings with higher redundancy and
127 robustness using base-isolation and inter-connection, Earthquakes and Structures, Vol.4, No.6,
pp649-670, 2013.
128

I.Takewaki, Toward greater building earthquake resilience using concept of critical excitation: areview, Sustainable Cities and Society, Vol.9, pp39-53, 2013.

Z.Q.Lang, P.F.Guo and I.Takewaki, Output Frequency Response Function based design of
129 additional nonlinear viscous dampers for vibration control of MDOF systems, Journal of Sound andVibration, Vol.332, Issue 19, pp4461-4481, 2013.
F.Adachi, K.Fujita, M.Tsuji and I.Takewaki, Importance of interstory velocity on optimal along130 height allocation of viscous oil dampers in super high-rise buildings, Engineering Structures, Vol.56,
pp489-500, 2013.
K.Nakanishi and I.Takewaki, Optimum pile arrangement in piled-raft foundation by using simplified
131 settlement analysis and adaptive step-length algorithm, Geomechanics and Engineering (acceptedfor publication).
132 S.Kamagata and I.Takewaki, New insights into seismic behavior of building and surrounding soil atHamaoka nuclear power station during Suruga Bay earthquake in 2009, Soil Dynamics andEarthquake Engineering, Vol.53, pp73-91, 2013.
Y.Murakami, K.Noshi, K.Fujita, M.Tsuji and I.Takewaki, Simultaneous optimal damper placement
133 using oil, hysteretic and inertial mass dampers, Earthquakes and Structures, Vol.5, No.3, pp261-276,
2013.
S.Kamagata and I.Takewaki, Role of records during the 2011 off the Pacific coast of Tohoku
134 earthquake in seismic resistant design of nuclear power station, International Journal of Earthquake
Engineering and Hazard Mitigation (IREHM), Vol.1, No.1, 2013.
I.Takewaki, M.Kanamori, S.Yoshitomi and M.Tsuji, New experimental system for base-isolated
135 structures with various dampers and limit aspect ratio, Earthquakes and Structures, Vol.5, No.4,
pp461-475, 2013.
K.Kojima, K.Fujita and I.Takewaki, Review: Building earthquake resilience in sustainable cities in
136 terms of input energy, Sustainable Cities and Society, Vol.12, pp46-62, 2014
doi.org/10.1016/j.scs.2014.01.004.
K.Kojima, K.Fujita and I.Takewaki, Simplified analysis of the effect of soil liquefaction on the
137 earthquake pile response, Journal of Civil Engineering and Architecture, Vol.8, Issue 3, pp289-301,
2014.
K.Kojima, M.Kuwabara, S.Yoshitomi, K.Fujita and I Takewaki, Stiffness and damping simultaneous
138 identification based on extrapolation of unrecorded response to ground motion, Journal ofArchitectural Engineering Technology, Vol.3, Issue 1, doi.org/10.4172/2168-9717.1000117, 2014.
K.Kojima, K.Fujita and I.Takewaki, Unified analysis of kinematic and inertial earthquake pile
139 responses via single-input response spectrum method. Soil Dynamics and Earthquake Engineering,
Vol.63, pp36-55, 2014.
K.Kojima, M.Kuwabara, S.Yoshitomi, K.Fujita and I.Takewaki, A new approach to damage
140 detection of high-rise buildings under soil-structure interaction, Architectoni.ca Journal, Online 4,
pp1-12, 2014.
K.Kojima, S.Kamagata and I.Takewaki, New interpretation of large earthquake acceleration from
141 non-linear soil-structure interaction, Nuclear Engineering and Design, Vol.273, pp271-287, 2014;
DOI 10.1016/j.nucengdes.2014.03.023.
K.Fujita, M.Kasagi, ZQ.Lang, PF. Guo and I.Takewaki, Optimal placement and design of nonlinear
142 dampers for building structures in the frequency domain, Earthquakes and Structures, Vol.7, No.6,
pp1025-1044, 2014.
K.Fujita, A.Ikeda, M.Shirono and I.Takewaki, System identification of high-rise buildings using
143 shear-bending model and ARX model: Experimental investigation, Earthquakes and Structures(Special issue), Vol.8, No.4, pp843-857, 2015.
R.Enokida, I.Takewaki and D.Stoten, The nonlinear signal-based control method and its application
144 to input identification for nonlinear SIMO problems, Journal of Sound and Vibration, Vol.333, Issue
24, pp6607-6622, 2014.
A.Ikeda, Y.Minami, K.Fujita and I.Takewaki, Smart system identification of super high-rise
145 buildings using limited vibration data during the 2011 Tohoku earthquake, International Journal of
High-Rise Buildings, Vol.3, No.4, pp255-271, Dec. 2014.
146

A.Ikeda, K.Fujita and I.Takewaki, Story-wise system identification of shear building using ambient
vibration data and ARX model, Earthquakes and Structures, Vol.7, No.6, pp1093-1118, 2014.

K.Kojima, K.Sakaguchi and I.Takewaki, Mechanism and bounding of earthquake energy input to147 building structure on surface ground subjected to engineering bedrock motion, Soil Dynamics andEarthquake Engineering, Vol.70, pp93-103, 2015.
S.Kamagata and I.Takewaki, Non-linear transient behavior during soil liquefaction based on re148 evaluation of seismic records, Soil Dynamics and Earthquake Engineering, Vol.71, pp163-184,
2015.

K.Fujita, A.Ikeda, and I.Takewaki, Application of story-wise shear building identification method to
149 actual ambient vibration, Frontiers in Built Environment (Specialty Section: Earthquake
Engineering), Volume 1; Article 2, 2015.
I.Takewaki, Beyond uncertainties in earthquake structural engineering, Specialty Grand Challenge
150 Article, Frontiers in Built Environment (Specialty Section: Earthquake Engineering), Volume 1;
Article 1, 2015.
K.Kojima, K.Fujita and I.Takewaki, Critical double impulse input and bound of earthquake input
151 energy to building structure, Frontiers in Built Environment (Specialty Section: Earthquake
Engineering), Volume 1, Article 5, 2015.
M.Taniguchi and I.Takewaki, Bound of earthquake input energy to building structure considering
152 shallow and deep ground uncertainties, Soil Dynamics and Earthquake Engineering, Vol.77, pp267273, 2015.
153

K.Fujita, K.Kojima, I.Takewaki, Prediction of worst combination of variable soil properties inseismic pile response, Soil Dynamics and Earthquake Engineering, Vol.77, pp369-372, 2015

154

Fukumoto Y, Takewaki I. Critical earthquake input energy to connected building structures using
impulse input. Earthquakes and Structures 2015; 9: 1133–1152.

S.Kamagata and I.Takewaki, Analysis of ground motion amplification during soil liquefaction via
155 non-stationary Fourier spectra, Int J Geomechanics, ASCE, published online on Dec. 7, 2015, 16(5),
2016.
156

T.Hashimoto, K.Fujita, M.Tsuji and I.Takewaki, Innovative base-isolated building with large massratio TMD at basement, International Journal of Future Cities and Environment (IJFCE), 1: 9, 2015.

A.Ikeda, K.Fujita and I.Takewaki, Reliability of system identification technique in super high-rise
157 building, Frontiers in Built Environment (Specialty Section: Earthquake Engineering), Volume 1,
Article 11, 2015.
K.Kojima and I.Takewaki, Critical earthquake response of elastic-plastic structures under near-fault
158 ground motions (Part 1: Fling-step input), Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 1, Article 12, 2015.
K.Kojima and I.Takewaki, Critical earthquake response of elastic-plastic structures under near-fault
159 ground motions (Part 2: Forward-directivity input), Frontiers in Built Environment (Specialty
Section: Earthquake Engineering), Volume 1, Article 13, 2015.
K.Kojima and I.Takewaki, Critical input and response of elastic-plastic structures under long160 duration earthquake ground motions, Frontiers in Built Environment (Specialty Section: Earthquake
Engineering), Volume 1, Article 15, 2015.
R. Koyama, K. Fujita and I. Takewaki, Influence of wind disturbance on smart stiffness
161 identification of building structure using limited micro-tremor observation, Structural Engineeringand Mechanics, Vol.56, No.2, pp293-315, 2015.
162

Y. Fukumuto and I. Takewaki, Critical demand of earthquake input energy to connected building
structures, Earthquakes and Structures, Vol.9, No.6, pp1133-1152, 2015.

M. Kasagi, K. Fujita, M. Tsuji and I. Takewaki, Effect of nonlinearity of connecting dampers on
163 vibration control of connected building structures, Frontiers in Built Environment (Specialty
Section: Earthquake Engineering), Volume 1, Article 25, 2015..
K.Kojima and I.Takewaki, Closed-form critical earthquake response of elastic-plastic structures on
164 compliant ground under near-fault ground motions, Frontiers in Built Environment (Specialty
Section: Earthquake Engineering), Volume 2, Article 1, 2016.
R.Taniguchi, K.Kojima and I.Takewaki, Critical response of 2DOF elastic-plastic building structures
165 under double impulse as substitute of near-fault ground motion, Frontiers in Built Environment(Specialty Section: Earthquake Engineering), Volume 2, Article 2, 2016.
166

M. Kasagi, K. Fujita, M. Tsuji and I. Takewaki, Automatic generation of smart earthquake-resistantbuilding system: Hybrid system of base-isolation and building-connection, Journal of Heliyon, 2016,

e00069 DOI information: 10.1016/j.heliyon.2016.e00069.
K.Kojima and I.Takewaki, Closed-form dynamic stability criterion for elastic-plastic structures
167 under near-fault ground motions, Frontiers in Built Environment (Specialty Section: Earthquake
Engineering), Volume 2, Article 6, 2016.
T.Okada, K.Fujita and I.Takewaki, Robustness evaluation of seismic pile response considering
168 uncertainty mechanism of soil properties, Journal of Innovative Infrastructure Solutions, 1(1), pp114, DOI: 10.1007/s41062-016-0009-8 (online: Open Access).
K.Nabeshima, R.Taniguchi, K.Kojima, I.Takewaki, Closed-form overturning limit of rigid block
169 under critical near-fault ground motions, Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 2, Article 9, 2016.
T.Shiomi, K.Fujita, M.Tsuji and I.Takewaki, Explicit optimal hysteretic damper design in elastic170 plastic structure under double impulse as representative of near-fault ground motion, Int. J.
Earthquake and Impact Engineering, Vol.1, Nos.1/2, pp5-19, 2016.
K.Fujita, T.Miura, M.Tsuji, I.Takewaki, Experimental study on influence of hardening of isolator in
171 multiple isolation building, Frontiers in Built Environment (Specialty Section: Earthquake
Engineering), Volume 2, Article 12, 2016.
K.Kojima and I.Takewaki, A simple evaluation method of seismic resistance of residential house
172 under two consecutive severe ground motions with intensity 7, Frontiers in Built Environment(Specialty Section: Earthquake Engineering) , Volume 2, Article 15, 2016.
173

Y.Kanno and I.Takewaki, Robustness analysis of elastoplastic structure subjected to double impulse,
J. of Sound and Vibration, Vol.383, pp309-323, 2016.

M.Taniguchi, K.Fujita, M.Tsuji, I.Takewaki, Hybrid control system for greater resilience using
174 multiple isolation and building connection, Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 2, Article 26, 2016.
K.Fujita and I.Takewaki, Advanced system identification for high-rise building using shear-bending
175 model, Frontiers in Built Environment (Specialty Section: Earthquake Engineering), Volume 2,
Article 29, 2016.
R.Taniguchi, K.Nabeshima, K.Kojima and I.Takewaki, Closed-form rocking vibration of rigid block
176 under critical and non-critical double impulse, Int. J. Earthquake and Impact Engineering, Vol.2,
No.1, pp32-45, 2017.
T.Kawamoto, K.Fujita, M.Tsuji and I.Takewaki, Robust optimal placement of dampers in structures
177 with set-back and eccentricity using sensitivity analysis for integrated transfer function, Int. J.
Earthquake and Impact Engineering, Vol.1, No.4, pp377-394, 2016.
G.Tamura, M.Taniguchi, K.Fujita, M.Tsuji and I.Takewaki, Optimal damper placement in hybrid
178 control system of multiple isolation and building connection, Int. J. Earthquake and Impact
Engineering, Vol.2, No.1, pp67-87, 2017.
Y.Kanno, K.Yasuda, K.Fujita, I.Takewaki, Robustness of SDOF elastoplastic structure subjected to
179 double-impulse input under simultaneous uncertainties of yield deformation and stiffness, Int J NonLinear Mechanics, Vol.91, pp151-162, 2017.
Y.Fukumoto and I.Takewaki, Dual control high-rise building for robuster earthquake performance,
180 Frontiers in Built Environment (Specialty Section: Earthquake Engineering), Volume 3: Article 12,
2017.
S.Kamagata and I.Takewaki, Occurrence mechanism of large acceleration in KiK-net seismic
181 records during Iwate-Miyagi Nairiku Earthquake in 2008, Frontiers in Built Environment (Specialty
Section: Earthquake Engineering), Volume 3: Article 13, 2017.
K.Shintani, S.Yoshitomi and I.Takewaki, Direct linear system identification method for multi-story
182 3D building structure with general eccentricity, Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 3: Article 17, 2017.
183 K.Fujita, K.Yasuda, Y.Kanno and I.Takewaki, Robustness evaluation of elastic-plastic base-isolated

high-rise buildings under critical double impulse, Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 3: Article 31, 2017.
K.Kojima and I.Takewaki, Critical steady-state response of SDOF bilinear hysteretic system under
184 multi impulse as substitute of long-duration ground motions, Frontiers in Built Environment(Specialty Section: Earthquake Engineering) , Volume 3: Article 41, 2017.
Y.Ogawa, K.Kojima and I.Takewaki, General evaluation method of seismic resistance of residential
185 house under multiple consecutive severe ground motions with high intensity, Int. J. Earthquake andImpact Engineering, Vol.2, No.2, pp158-174, 2017.
K.Fujita, Y.Fujimori and I.Takewaki, Modal-physical hybrid system identification of high-rise
186 building via subspace method and inverse-mode method, Frontiers in Built Environment (Specialty
Section: Earthquake Engineering), Volume 3: Article 51, 2017.
T. Shiomi, K. Fujita, M. Tsuji and I. Takewaki, Dual hysteretic damper system effective for broader
187 class of earthquake ground motions, Int. J. Earthquake and Impact Engineering, Vol.2, No.3, pp175202, 2018.
T.Tani, R.Maseki, I.Takewaki, Innovative seismic response controlled system with shear wall and
188 concentrated dampers in lower stories, Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 3: Article 57, 2017.
K.Nabeshima and I.Takewaki, Frequency-domain physical-parameter system identification of
189 building structures with stiffness eccentricity, Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 3: Article 71, 2017.
S.Kamagata, I.Takewaki, Various occurrence mechanisms of large acceleration over 20m/s2 and its
190 suitability in design use, Frontiers in Built Environment (Specialty Section: Earthquake
Engineering), Volume 4: Article 3, 2018.
K. Hayashi, K. Fujita, M. Tsuji and I. Takewaki, A simple response evaluation method for baseisolation building-connection hybrid structural system under long-period and long-duration ground191
motion, Frontiers in Built Environment (Specialty Section: Earthquake Engineering), Volume 4:
Article 2, 2018.
H.Akehashi, K.Kojima and I.Takewaki, Critical response of SDOF damped bilinear hysteretic
192 system under double impulse as substitute for near-fault ground motion, Frontiers in Built
Environment (Specialty Section: Earthquake Engineering) , Volume 4: Article 5, 2018.
K.Fujita and I.Takewaki, Stiffness identification of high-rise buildings based on statistical model193 updating approach, Frontiers in Built Environment (Specialty Section: Earthquake Engineering),
Volume 4: Article 9, 2018.
K.Makita, M.Murase, K.Kondo and I.Takewaki, Robustness evaluation of base-isolation building194 connection hybrid controlled building structures considering uncertainties in deep ground, Frontiersin Built Environment (Specialty Section: Earthquake Engineering), Volume 4: Article 16, 2018.
Jia Guo, Li Wang and Izuru Takewaki, Modal-based structural damage identification by minimum
195 constitutive relation error and sparse regularization, Structural Control and Health Monitoring,
Vol.25, No.12, 2018.
H.Akehashi, K.Kojima, K.Fujita, I.Takewaki, Critical response of nonlinear base- isolated building
considering soil-structure interaction under double impulse as substitute for near-fault ground196
motion, Frontiers in Built Environment (Specialty Section: Earthquake Engineering), Volume 4:
Article 34, 2018.
K. Makita, K. Kondo, I. Takewaki, Critical ground motion for resilient building design considering
197 uncertainty of fault rupture slip, Frontiers in Built Environment (Specialty Section: Earthquake
Engineering), Volume 4: Article 64, 2018.
E. Noroozinejad Farsangi, A.A. Tasnimi, T.Y. Yang, I. Takewaki, Mohammad Mohammadhasani,
198 Seismic performance of a resilient low-damage base isolation system under combined vertical andhorizontal excitations, Smart Structures and Systems, 22(4), pp.383-397, 2018.

Jia Guo, Li Wang and Izuru Takewaki, Static damage identification in beams by minimum
constitutive relation error with both full-field and finite-point displacement measurements, Inverse
199
Problems in Science & Engineering, Vol.27, 2019. DOI:10.1080/17415977.2018.1553965.
(Published online: 11 Dec 2018).
Jia Guo, Li Wang, Izuru Takewaki, Frequency response-based damage identification by minimum
200 constitutive relation error and sparse regularization, Journal of Sound and Vibration, 443, pp.270292.
Hiroki Akehashi, Kotaro Kojima, Ehsan Noroozinejad Farsangi, Izuru Takewaki, Critical response
201 evaluation of damped bilinear hysteretic SDOF model under long duration ground motion simulated
by multi impulse motion, Int J. of Earthquake and Impact Eng.
Y. Saotome, K. Kojima, I. Takewaki, Earthquake response of 2DOF elastic-perfectly plastic model
202 under multiple impulse as substitute for long-duration earthquake ground motions, Frontiers in Built
Environment (Specialty Section: Earthquake Engineering), Volume 4: Article 81, 2018.
D. De Domenico, G. Ricciardi, I. Takewaki, Design strategies of viscous dampers for seismic
203 protection of building structures: A review, Soil Dynamics and Earthquake Engineering, Vol.118,
pp.144-165, 2019.
K. Makita, K. Kondo, I. Takewaki, Finite difference method-based critical ground motion and
204 robustness evaluation for long-period building structures under uncertainty in fault rupture, Frontiersin Built Environment (Specialty Section: Earthquake Engineering), Volume 5: Article 2, 2019.
G. Tamura, K. Kojima, I. Takewaki, Critical response of elastic-plastic SDOF systems with
205 nonlinear viscous damping under simulated earthquake ground motions, Heliyon, 5, e01221.
doi:10.1016/j.heliyon.2019.e01221, 2019.
H.Akehashi and I.Takewaki, Optimal viscous damper placement for elastic-plastic MDOF structures
206 under critical double impulse, Frontiers in Built Environment (Specialty Section: Earthquake
Engineering), Volume 5: Article 20, 2019.
Jia Guo, Kailai Deng, Li Wang, Izuru Takewaki, Physical-based parametrization and identification
207 for frame-type structures using response sensitivity approach in time domain, Structural Control and
Health Monitoring, online published on July 30, 2019.
K.Shintani, S.Yoshitomi, K.Fujita and I.Takewaki, Stiffness and damping identification for
208 asymmetric building frame with in-plane flexible floors, Frontiers in Built Environment (Specialty
Section: Earthquake Engineering), Volume 5: Article 103, 2019.
Y. Saotome1, K. Kojima, I. Takewaki, Collapse-limit input level of critical double impulse for
209 damped bilinear hysteretic SDOF system with negative post-yield stiffness, Frontiers in Built
Environment (Specialty Section: Earthquake Engineering), Volume 5: Article 106, 2019.
Jia Guo, Li Wang, Izuru Takewaki, Experimental investigation on use of regularization techniques
210 and pre-post measurement changes for structural damage identification, International Journal of
Solids and Structures, 2019.
211

Jia Guo, Jian Jiao, Kohei Fujita, Izuru Takewaki, Damage identification for frame structures using
vision-based measurement, Engineering Structures, 199, 2019.

K.Kondo, I.Takewaki, Simultaneous approach to critical fault rupture slip distribution and optimal
212 damper placement for resilient building design, Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 5: Article 126, 2019.
Jia Guo, Jian Jiao, Kohei Fujita, Izuru Takewaki, A spectrum-driven damage identification by
213 minimum constitutive relation error and sparse regularization, Mechanical Systems and Signal
Processing, Volume 136, February 2020, 106496.
H. Akehashi and I. Takewaki, Comparative Investigation on Optimal Viscous Damper Placement for
214 Elastic-Plastic MDOF Structures: Transfer Function Amplitude or Double Impulse, Soil Dynamics
and Earthquake Engineering, 130 (2020) 105987.
215 A. Kawai, T. Maeda and I. Takewaki, Smart seismic control system for high-rise buildings usinglarge-stroke viscous dampers through connection to strong-back core frame, Frontiers in Built
Environment (Specialty Section: Earthquake Engineering), Volume 6: Article 29, 2020.
Abbas Sivandi-Pour, Ehsan Noroozinejad Farsangi, Izuru Takewaki, Estimation of vibration
216 frequency of structural floors using combined artificial intelligence and finite element simulation,
Journal of Engineering Research, Vol.8, No.3, pp.1-16, 2020.
K. Shintani, S. Yoshitomi and I. Takewaki, Model-free identification of hysteretic restoring-force
217 characteristic of multi-plane and multi-story frame model with in-plane flexible floor, Frontiers in
Built Environment (Specialty Section: Earthquake Engineering), Volume 6: Article 48, 2020.
S. Hashizume and I. Takewaki, Hysteretic-viscous hybrid damper system for long-period pulse-type
218 earthquake ground motions of large amplitude, Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 6: Article 62, 2020.
Sae Homma, Kotaro Kojima, Izuru Takewaki, General dynamic collapse criterion for elastic-plastic
219 structures under double impulse as substitute of near-fault ground motion, Frontiers in Built
Environment (Specialty Section: Earthquake Engineering), Volume 6: Article 84, 2020.
I.Takewaki, New architectural viewpoint for enhancing society’s resilience for multiple risks
including emerging COVID-19, Frontiers in Built Environment (Specialty Section: Transportation
220 and Transit Systems/ [Research Topic] Coronavirus Disease (COVID-19): Socio-Economic Systems
in the Post-Pandemic World: Design Thinking, Strategic Planning, Management, and Public Policy),
Volume 6: Article 143, 2020.
S. Hashizume and I. Takewaki, Hysteretic-viscous hybrid damper system with stopper mechanism
for tall buildings under earthquake ground motions of extremely large amplitude, Frontiers in Built
221
Environment (Specialty Section: Earthquake Engineering), Volume 6: Article, Volume 6: Article
583543, 2020.
A. Kawai and I. Takewaki, Critical response of multi-story damped bilinear hysteretic shear building
under multi impulse as representative of long-period long-duration earthquake ground motions,
222
Frontiers in Built Environment (Specialty Section: Earthquake Engineering), Volume 6: Article
588980, 2020.
Li Wang, Jia Guo and Izuru Takewaki, Real-time hysteresis identification in structures based on
223 restoring force reconstruction and Kalman filter, Mechanical Systems and Signal Processing,Vol.150, 107297, 2021.
S.F. Fathizadeh, S. Dehghani, T.Y. Yang, E. Noroozinejad Farsangi, A.R. Vosoughi, I.
Hajirasouliha, I. Takewaki, C. Málaga-Chuquitaype, H. Varum, Trade-off Pareto optimum design of224
an innovative curved damper truss moment frame considering structural and non-structuralobjectives, Structures, Vol.28, pp.1338-1353, 2020.
Jia Guo, Yang Xiang, Kohei Fujita and Izuru Takewaki, Vision-based building seismic displacement
225 measurement by stratication of projective rectication using lines, Sensors, 2020, 20, 5775;
doi:10.3390/s20205775.
S. Dehghani, S. F. Fathizadeh, T.Y. Yang, E. Noroozinejad Farsangi, A. R. Vosoughi, I.
Hajirasouliha, C. Málaga-Chuquitaype, I. Takewaki, Performance evaluation of curved damper truss
226
moment frames designed using equivalent energy design procedure, Engineering Structures, 226,
2021, 111363.
H. Akehashi and I. Takewaki, Simultaneous optimization of elastic-plastic building structures and227 viscous dampers under critical double impulse, Frontiers in Built Environment (Specialty Section:
Earthquake Engineering), Volume 6: Article 623832, 2020.
I. Takewaki and H. Akehashi, Comprehensive review of optimal and smart design of nonlinear
228 building structures with and without passive dampers subjected to earthquake loading, Frontiers in
Built Environment, 7: 631114, 2021.
Arsalan Alavi, Elena Mele, Reza Rahgozar, Ehsan Noroozinejad Farsangi, Izuru Takewaki,
229 Christian Málaga-Chuquitaype, Uniform Deformation Design of Outrigger Braced Skyscrapers: A
Simplified Method for the Preliminary Design Stage, Structures, Volume 31, pp.395-405, 2021.

A. Kawai, T. Maeda, and I. Takewaki, Critical Response of High-rise Buildings with Deformationconcentration Seismic Control System under Double and Multi Impulses Representing Pulse-type
230
and Long-duration Ground Motions, Frontiers in Built Environment, Volume 7: Article 649224,
2021.
S. Ishida and I. Takewaki, Optimal seismic design of stiffness and gap of hysteretic-viscous hybrid
231 damper system in nonlinear building frames for simultaneous reduction of interstory drift andacceleration, Frontiers in Built Environment, Volume 7: Article 656606, 2021.
Jian Jiao, Jia Guo, Kohei Fujita, and Izuru Takewaki, Displacement measurement and nonlinear
232 structural system identification: a vision-based approach with camera motion correction, Structural
Control and Health Monitoring, e2761, 2021.

(Domestic Jour.)1

横尾義貫，中村恒善，上谷宏二，竹脇 出：繰り返し両振り塑性曲げをうける鋼片持梁‐
柱の構面内変形の収束と発散に関する実験的研究，日本建築学会論文報告集，第 316 号,
pp41-52, 1982.

2

中村恒善，竹脇 出：弾性支持されたせん断型構造物の一次固有周期制約条件下の最適設計，構造工学論文集, Vol.31B, pp93-102, 1985.

3

中村恒善，竹脇 出：非線形弾性平面骨組のコンプライアンス制約条件下の最小コスト設
計と最大ひずみ制御法，日本建築学会構造系論文報告集, 第 362 号, pp26-36, 1986.

4

中村恒善，竹脇 出，常岡次郎：筋違付建築骨組の激震時応答解析用モデル骨組，構造工
学論文集, Vol.34B, pp85-94, 1988.

5

中村恒善，竹脇 出，島野幸弘：平面弾性剪断型構造物‐杭系の地震時応答制約設計，日本建築学会構造系論文報告集, 第 403 号, pp125-137, 1989.

6

中村恒善，竹脇 出，島野幸弘：混合型逆定式化による建築骨組‐杭‐地盤連成系の地震
時設計ひずみに対する剛性設計，日本建築学会構造系論文報告集, 第 440 号, pp43-56,
1992.

7

竹脇 出，中村恒善：弾性支持された曲げ剪断型構造物モデルの混合型逆定式化による地震時変形制約設計，構造工学論文集, Vol.39B, pp105-118, 1993.

8

竹脇 出，中村恒善：連層鋼板耐震壁を有する平面建築骨組の地震時弾性変形制約設計，
日本建築学会構造系論文報告集, 第 454 号, pp15-28, 1993.

9竹脇 出，中村恒善：下部剛性指定せん断型構造物モデルの混合型逆定式化による地震時
応答制約剛性設計，日本建築学会構造系論文集, 第 455 号, pp47-59, 1994.

10

竹脇 出，中村恒善：指定剛性変動係数を有する地盤で支持されたせん断型構造物‐杭系の指定地震時変形に対する剛性設計，構造工学論文集, Vol.41B, pp129-138, 1995.

11

山崎雅弘，竹脇 出，長岡弘明，中村恒善：既製コンクリート杭根固め部構造耐力の施工
形状依存性，構造工学論文集, Vol.41B, pp467-476, 1995.

12

中村恒善，竹脇 出，浅岡泰彦：せん断型地盤で支持されたせん断棒型構造物の指定地震
時変形に対する剛性設計，日本建築学会構造系論文集, 第 470 号, pp53-63, 1995.

13

上谷宏二，竹脇 出：縮約モデル‐骨組逆置換法のためのトータル量表現型設計
析，日本建築学会構造系論文集, 第 511 号, pp101-106, 1998.

14

竹脇 出，杉山哲彦，辻 聖晃，上谷宏二：縮約モデル‐骨組逆置換法に基づく骨組設計法，日本建築学会構造系論文集, 第 512 号, pp119-125, 1998.

15 上谷宏二，竹脇感度解出，杉村義文：多構面骨組構造物における弾塑性復元力特性のトータル

量表現型設計感度解析，日本建築学会構造系論文集, 第 524 号, pp81-86, 1999.
16

中村 充，竹脇 出，安井 譲，上谷宏二：限定された地震観測記録を用いた建築物の剛性と減衰の同時同定，日本建築学会構造系論文集, 第 528 号, pp75-82, 2000.

上谷宏二，竹脇 出，岡田将敏，辻 聖晃：建築骨組構造物のトータル量表現を用いた塑
17 性ヒンジ形成位置の効率的解析，日本建築学会構造系論文集, 第 528 号, pp107-112,
2000.
18

竹脇 出：地盤との連成を考慮した曲げ‐せん断型構造物モデルの地震時有効ダンパー配置法，日本建築学会構造系論文集, 第 530 号, pp77-84, 2000.

19

来田義弘，中村 豊，竹脇 出，上谷宏二：高減衰ゴムダンパーの力学モデルの構築とその適正配置に関する検討，構造工学論文集，Vol.46B, pp, 2000.

20

竹脇 出，中村 充，安井 譲，上谷宏二：１次元せん断棒有限要素モデルと限定された観測地震動を用いたシステム同定，構造工学論文集, Vol.46B, pp, 2000.

21

来田義弘，中村 豊，竹脇 出，上谷宏二：非線形システム同定法による高減衰ゴムダン
パー力学モデルの構築，日本建築学会構造系論文集, 第 531 号, pp63-70, 2000.

22竹脇 出：確率論に基づく新しい critical 外乱法，日本建築学会構造系論文集, 第 533号, pp69-74, 2000.

23

竹脇 出：多自由度線形構造物モデルに対する確率論的非定常 critical 外乱法，日本建築学会構造系論文集, 第 536 号, pp71-77, 2000.

24

竹脇 出：変動クリティカル外乱に対するグローバル性能最大化設計，日本建築学会構造系論文集, 第 539 号, pp63-69, 2001.

25

竹脇 出，大森道孝，辻 聖晃，吉田亘利，上谷宏二：アクリル系粘弾性ダンパーを用いた応答制御設計骨組のランダム波振動実験，構造工学論文集, Vol.47B, pp181-186, 2001.

26

竹脇 出：確率的等価線形化による多自由度弾塑性構造物のクリティカル外乱，構造工学
論文集, Vol.47B, pp187-194, 2001.

27

竹脇 出，非定常ランダム地震入力におけるクリティカル包絡線関数，日本建築学会構造系論文集, 第 559 号, pp85-91, 2002.

28

竹脇 出，土井明裕，辻 聖晃，上谷宏二，動的 Winkler ばねモデルを用いた杭支持建築
構造物の地震時剛性設計，日本建築学会構造系論文集, 第 571 号, pp45-52, 2003.

29

竹脇 出，多様な減衰分布を有する構造物に入力される地震エネルギーの限界値，日本建築学会構造系論文集, 第 572 号, pp65-72, 2003.

30

竹脇 出，スウェイ・ロッキングモデルに入力される地震エネルギーの限界値，日本建築学会構造系論文集, 第 576 号, pp71-78, 2004.

31

竹脇 出，不確定性を有する構造物のロバスト性の非確率的評価法，日本建築学会構造系
論文集, 第 581 号, pp55-61, 2004.

32

竹脇 出，大渕邦之，山崎雅弘，構造物‐杭‐地盤連成系への地震エネルギー入力，日本建築学会構造系論文集, 第 583 号, pp39-46, 2004.

33

寒野善博，竹脇 出，剛性および外力の不確定性を考慮したトラスのロバストネス関数に対する近似アルゴリズム，日本建築学会構造系論文集, 第 591 号, pp53-60, 2005.

34

辻 聖晃，竹脇 出，外付けフレームとのダンパー連結による低層既存建物の耐震補強構法、日本建築学会構造系論文集, 第 612 号, pp55-62, 2007.

35

竹脇 出，辻 聖晃，連結制震ダンパーを有する構造物群へ入力される地震エネルギーの基本特性，日本建築学会構造系論文集, 第 616 号, pp81-87, 2007.

36 藤田皓平，竹脇 出，中村尚弘，水平上下同時入力地震動を受ける大スパンラーメンの断面

力に対するクリティカル外乱，日本建築学会構造系論文集, 第 73 巻，第 626 号, pp551558, 2008.
日野 惇，吉富信太，辻 聖晃，竹脇 出，免震建物の限界アスペクト比の解析，その１：漸37 化式型線形解析に基づく積層ゴムの軸方向変形簡易解析法.構造工学論文集, Vol.54B,
pp591-598, 2008.
吉富信太，竹脇 出，小振幅定常ランダム入力を用いた建築構造物のシステム同定におけ38 るノイズバイアスの補正法．日本建築学会構造系論文集, 第 73 巻，第 627 号, pp757-764,2008.
伊藤 宰, 辻 聖晃，吉富信太，竹脇 出，アウトフレーム連結制振構法による既存建物
39 耐震補強の逆問題型アプローチ, 日本建築学会構造系論文集, 第 73 巻，第 627 号, pp725732, 2008.
谷 翼，辻 聖晃，吉富信太，竹脇 出，松本達治，高硬度ゴム粘弾性体の力学モデルの構
40 築（その１ 極微小変形から大変形までの歪・振動数依存性のモデル化），日本建築学会
構造系論文集, 第 73 巻，第 629 号, pp1079-1086, 2008.
伊藤 宰, 辻 聖晃，吉富信太，竹脇 出，アウトフレーム連結制振のための連結ダンパ
41 ーの合理的決定法, 日本建築学会構造系論文集. 2009 年 2 月，第 74 巻，pp273-281, 第636 号.
42

日野 惇，竹脇 出，免震建物の限界アスペクト比の解析，その２：積層ゴムの引張域における非線形特性を考慮した簡易解析, 構造工学論文集, Vol.55B, pp497-506, 2009．

鈴木ちひろ, 辻 聖晃，吉富信太，竹脇 出，風荷重を受ける超高層建築物の逆問題定式43 化に基づく時刻歴解析用縮約外力と縮約構造モデル, 日本建築学会構造系論文集，2009 年
6 月, 第 74 巻, pp1073-1080, 第 640 号.
44

吉富信太,前田朋宏,竹脇 出, 内部に未知の振動源を有する建物の剛性と減衰の同時同定法, 日本建築学会構造系論文集, 2009 年 11 月, 第 74 巻, pp1983-1991, 第 645 号.

辻 聖晃, 中川大輔，吉富信太, 竹脇 出, アウトフレーム型連結制振構法におけるアウ
45 トフレーム及び連結ダンパーの応答低減率マップを用いた設計法, 日本建築学会構造系論
文集, 2010 年 2 月, 第 75 巻, 第 648 号, pp337-346.
辻 聖晃，藤原悠祐，村田翔太朗，金 亨國，吉富信太，竹脇 出，戸建て住宅の微小振46 動制御のためのポストテンション型制振機構，簡略化モデルによる実効率の解析，構造工
学論文集, Vol.56B, pp171-178, 2010．
辻 聖晃，国分宏樹，吉富信太，竹脇 出，非線形復元力特性を有する制振ダンパーの構
47 造縮約モデルを用いた最適配置法，日本建築学会構造系論文集，2010 年 12 月 第 75 巻
第 658 号．
48

山本 薫，藤田 皓平，竹脇 出，建築構造物の H ノルムを最小化する最適ダンパー配
置，日本建築学会構造系論文集，2010 年 12 月 第 75 巻 第 658 号, pp2163-2170．

上野浩平，藤田 皓平，Abbas Moustafa, 竹脇 出，実体波と表面波から構成される地震動
49 を受ける弾塑性構造物に対する極限外乱, 日本建築学会構造系論文集, 2011 年 1 月, 第 76
巻, 第 659 号．
50

半田 潤，吉富信太，辻 聖晃，竹脇 出，建物の平面配置効果を考慮した 2 棟連結制振構法の特性解析，構造工学論文集, Vol.57B, pp319-327, 2011．

辻 聖晃，田中英稔，吉富信太, 竹脇 出，地震動を受ける粘性ダンパー付建物の層方向自51 由度に関する縮約法，日本建築学会構造系論文集，2011 年 7 月, 第 76 巻, 第 665 号,
pp1281-1290.
52 前田朋宏, 吉富信太, 竹脇 出，限定された地震観測記録と ARX モデルを用いた建物の剛性・減衰同定法，日本建築学会構造系論文集，第 76 巻
1423．

第 666 号，2011 年 8 月, pp1415-

藤田皓平，竹脇 出，不確定な構造特性を有する免震建物のロバスト性評価のための地震
53 時応答限界解析，日本建築学会構造系論文集，第 76 巻 第 666 号，2011 年 8 月, pp14531460．
54

吉富信太, 南 良忠, 竹脇 出, 線形履歴減衰を有する建物の ARX モデルを用いた減衰同定法，JCOSSAR 2011 論文集, pp757-762, 2011（全文審査付）．

足立冬樹，吉富信太，辻 聖晃，竹脇 出，セットバック建物の弾性地震応答解析のため
55 の層方向縮約モデル，日本建築学会構造系論文集, 第 76 巻, 第 669 号，2011 年 11 月,
pp1925-1935.
辻 聖晃，藤原悠祐，吉富信太，金亨國，竹脇 出，高硬度ゴムを用いた 3 段ユニット間柱
56 型粘弾性ダンパーシステムの開発と制振特性の簡易評価法，日本建築学会構造系論文集，
第 77 巻，第 677 号，2012 年 7 月，pp1037-1046．
辻 聖晃，田中英稔，吉富信太, 竹脇 出，多層建物におけるオイルダンパーの最適リリー
57 フ荷重決定法，日本建築学会構造系論文集，第 77 巻，第 678 号，2012 年 8 月，pp12371246．
熨斗 克哉，吉富 信太，辻 聖晃，竹脇 出，制振高層建物におけるオイルダンパーの地震
58 動に対する最適リリーフ荷重・減衰係数決定法，構造工学論文集, Vol.59B, pp299-307,2013．
南 良忠，城野みなみ，藤田皓平，竹脇 出，建物内部に未知の振動源を有する高層建物
59 の曲げせん断型モデルと ARX モデルを用いた剛性同定法，日本建築学会構造系論文集, 第78 巻，第 690 号，2013 年 8 月，pp1405-1412.
満田衛資，大渕充紀，辻 聖晃，竹脇 出，連結制振構法を用いた建物の固有振動および60 減衰に関する基本特性，日本建築学会構造系論文集，2014 年 2 月，第 79 巻，第 696 号，pp.227-236.
61

村瀬 充，藤田皓平，辻 聖晃，竹脇 出，幅広いタイプの地震動にも頑強な免震と連結制振のハイブリッド構造，構造工学論文集，Vol.60B, pp413-422, 2014.

62

坂口和大，満田衛資，辻 聖晃，竹脇 出，連結制振建物のダンパー量摂動展開による地震時応答特性，構造工学論文集，Vol.60B, pp423-431, 2014.

吉富信太, 辻 聖晃, 竹脇 出，伝達特性の差の補償機能を有する自由度縮約モデルを用い
63 た時刻歴応答評価法，日本建築学会構造系論文集, 2014 年 8 月，第 79 巻，第 702 号，pp1117-1126.
64

坂口和大, 竹脇 出, 地盤剛性を考慮した連結制振建物モデルへの地震エネルギーの入力メ
カニズム, 日本建築学会構造系論文集, 第 80 巻, 第 707 号, pp69-79, 2015.1.

65

家永尚明，竹脇 出，上谷宏二，立体トラス構造物の対話型形状創生法，構造工学論文集
Vol.61B, pp495-502, 2015.

城野みなみ，藤田皓平，竹脇 出，曲げせん断型モデルと ARX モデルを用いた強制加振に66 よる建物のシステム同定，日本建築学会構造系論文集, 2015 年 10 月, 第 80 巻, 第 716 号,
pp1559-1567.
小島紘太郎，竹脇 出，バイリニア型復元力特性を有する弾塑性構造物の断層近傍地震動
67 に対する極限応答の閉形表現，日本建築学会構造系論文集, 2016 年 8 月, 第 81 巻, 第 726号, pp1209-1219.
68

谷 翼，欄木 龍大，日比野 浩，竹脇 出，回転支承としての積層ゴムの耐久性，低層部剛性を低下させた超高層 RC 建物の連層壁制振架構の開発 その 1，日本建築学会構造系論文

集, 2017 年 3 月, 第 82 巻, 第 733 号, pp395-403．
小島紘太郎，五月女義人，竹脇 出，断層近傍地震動を受ける粘性減衰を有する完全弾塑
69 性１自由度系の極限応答，日本建築学会構造系論文集, 2017 年 5 月, 第 82 巻, 第 735 号,
pp643-652, 2017．
林 晃平，満田衛資，藤田皓平，辻 聖晃，竹脇 出，免震・連結制振ハイブリッド構造
70 の振動低減のメカニズム，日本建築学会構造系論文集, 2017 年 7 月, 第 82 巻, 第 737 号,
pp1023-1033．
谷 翼，欄木龍大，竹脇 出, RC 連層壁とダンパーとの接合部の繰返し加力実験 低層部剛71 性を低下させた超高層 RC 建物の連層壁制振架構の開発 その 2，日本建築学会構造系論文集, 2018 年 5 月 第 83 巻 第 747 号, pp677-685.
鈴木遥也，鍋島国彦，藤田皓平，竹脇 出, 複数部材損傷時の層剛性低下量における部材
72 損傷寄与分に関する加法性を用いた損傷位置同定法，日本建築学会構造系論文集, 2018 年
11 月, 第 83 巻, 第 753 号, pp1607-1616.
田村豪基，小島紘太郎，藤田皓平, 竹脇 出，断層近傍地震動を受ける非線形粘性減衰を73 有する１自由度系弾塑性構造物の極限応答，日本建築学会構造系論文集, 2018 年 11 月, 第83 巻, 第 753 号, pp1617-1627.
前田達彦，曽根孝行，魚住奈緒美，佐分利和宏，柳澤信行，平川恭章，竹脇 出, 分割され74 た心柱の変位差・速度差を利用してダンパー効率を高めた超高層建物用制振システム, 構造工学論文集, Vol.66B, pp.375-385, 2020.
前田達彦，黒川雄太，鈴木 悠，曽根孝行，魚住奈緒美，佐分利和宏，柳澤信行，山本雅75 史，竹脇 出, 分割された心柱の変位差・速度差を利用した建築骨組用制振システムの振動台実験, 構造工学論文集, Vol.66B, pp.387-395, 2020.
明橋弘樹，竹脇 出，系統別復旧シナリオに基づくレジリエンス性能評価モデルと粘性ダ
76 ンパーによるレジリエンス性能の改善，日本建築学会構造系論文集, 2021 年 4 月, 第 86
巻, 第 782 号, pp.577-588.
77

村瀬 充，竹脇 出，慣性質量ダンパーを用いた連結制振構造の最適慣性質量ダンパー
量，日本建築学会構造系論文集, 2021 年 6 月, 第 86 巻, 第 784 号, pp.912-923.

(Book)
Preliminary Reconnaissance Report of the 1995 Hyogoken-Nanbu Earthquake: English Edition,
1
Architectural Institute of Japan, 1995, April (partial contribution).
2

Preliminary Reconnaissance Report of the 1995 Hyogoken-Nanbu Earthquake, Architectural Instituteof Japan, March 1995 (partial contribution).

3

Design Mechanics and Control Dynamics of Building Structures, Chapter 3 Design Mechanics for
Elastically Supported Building Structures, Architectural Institute of Japan, 1994. (in Japanese)

4

I.Takewaki, Dynamic Structural Design: Inverse Problem Approach, WIT Press (UK), 268pages,
2000. [https://www.witpress.com/books/978-1-85312-745-8]

5

New Directions of Creative Mathematical Methods for Building Structural Design, Chapter 3
Reduced model-frame inverse transformation (K.Uetani and I.Takewaki), Architectural Institute ofJapan, 2002. (in Japanese)

6

Visual Introduction to Architecture 9 <Architecture and Engineering>: Chapter 10. Structural
Mechanics, 84-91, 2003, Shoukokusha Publisher. (in Japanese)

7

I.Takewaki, Critical Excitation Methods in Earthquake Engineering, Elsevier, 2006.12.
[https://www.elsevier.com/books/critical-excitation-methods-in-earthquake-engineering/takewaki/978-0-08-045309-5]
8

I.Takewaki and A.Kishida, Efficient Analysis of Buildings with Grouped Piles for Seismic Stiffness
and Strength Design, in John Bull (ed.) ‘Linear and Nonlinear Numerical Analysis of Foundations’,
Taylor & Frances 2008.

9

Y.Kanno and I.Takewaki, Maximum Robustness Design of Trusses via Semidefinite Programming,
Chapter 1 in “Structural Design Optimization Considering Uncertainties” (eds.) YIANNISTSOMPANAKIS, NIKOS D. LAGAROS & MANOLIS PAPADRAKAKIS, Taylor & Francis,
Chapter 17, pp471-498, 2008.

I.Takewaki and Y.Ben-Haim, Info-gap Robust Design of Passively Controlled Structures with Loadand Model Uncertainties, Chapter 7 in “Structural Design Optimization Considering Uncertainties”
10(eds.) YIANNIS TSOMPANAKIS, NIKOS D. LAGAROS & MANOLIS PAPADRAKAKIS, Taylor& Francis, Chapter 19, pp531-548, 2008.
I.Takewaki, Building Control with Passive Dampers -Optimal Performance-based Design for
11 Earthquakes-, John Wiley & Sons Ltd. (Asia), 2009.
[http://as.wiley.com/WileyCDA/WileyTitle/productCd-0470824913.html]
12

I.Takewaki, M.Nakamura and S.Yoshitomi, System Identification for Structural Health
Monitoring, WIT Press (UK), 2011.

I.Takewaki, A.Moustafa and K.Fujita, Improving the Earthquake Resilience of Buildings: The
13 worst case approach, Springer (London), 2012. The Prize of Architectural Institute of Japan forBook in 2014. [http://www.springer.com/gp/book/9781447141433]
I.Takewaki and K. Fujita, ‘Evolutionary Path-dependent Damper Optimization for Variable Building
14 Stiffness Distributions’, in "Metaheuristic Applications in Structures and Infrastructures" ( Xin-She
Yang, Amir Hossein Gandomi, Siamak Talatahari, Amir Hossein Alavi (eds.)), Elsevier, 2013.
15

I.Takewaki, Critical Excitation Methods in Earthquake Engineering, 2nd edition, Elsevier, 2013.
[http://www.sciencedirect.com/science/book/9780080994369]

I.Takewaki, Fundamental Properties on Earthquake Input Energy to Single and Connected Building
Structures, Chapter in DEVELOPING TRENDS IN SEISMIC DESIGN OF STRUCTURES edited by
16
Nikos D. Lagaros, Yiannis Tsompanakis & Manolis Papadrakakis, Saxe-Coburg Publisher, pp1-28,
2015.
I.Takewaki and K.Fujita, Robust Control of Building Structures under Uncertain Conditions,
Encyclopedia of Earthquake Engineering, edited by Michael Beer, Edoardo Patelli, Ioannis
17
Kougioumtzoglou and Ivan Siu-Kui Au, Springer-Verlag, 2014 (DOI 10.1007/978-3-642-361975_161-1).
Yu Murakami, Katsuya Noshi, Kohei Fujita, Masaaki Tsuji and Izuru Takewaki, Optimal placement
18 of hysteretic dampers via adaptive sensitivity-smoothing algorithm, Engineering and Applied
Sciences Optimization - Dedicated to the memory of Professor M.G. Karlaftis, pp233-247, 2015.
19

H.Takabatake, Y.Kitada and I.Takewaki, Simple dynamic structural design method of super high-risebuildings, Kajima Publisher, 2016.3, in Japanese.

I.Takewaki, Critical earthquake response of elastic-plastic structures under near-fault or long-duration
ground motions: Closed-form approach via impulse input, eBook from Frontiers, 2015. (ISBN: 97820 2-88919-742-2)(http://www.frontiersin.org/books/Critical_Earthquake_Response_of_ElasticPlastic_Structures_Under_Near-Fault_or_Long-Duration_Ground/751)
I.Takewaki, Critical earthquake response of elastic-plastic structures and rigid blocks under near-fault
or long-duration ground motions: Closed-form approach via double impulse, eBook from Frontiers,
21 2016. (ISBN: 978-2-88919-870-2)(http://www.frontiersin.org/books/Critical_Earthquake_Response_of_Elastic-Plastic_Structures_and_Rigid_Blocks_under_Near-Fault_Ground/885)
22 I.Takewaki and K.Kojima, Double, triple and multiple impulses for critical elastic-plastic earthquakeresponse analysis to near-fault and long-duration ground motions, Int. Workshop on Seismic
performance of soil-foundation-structure systems, 21-22 November 2016, The University of
Auckland, New Zealand. (CRC Press/ Taylor & Francis Group, Chouw, Orense and Larkin (eds),
Seismic performance of soil-foundation- structure systems, pp123-135, 2017)
I.Takewaki, R.Taniguchi and K.Kojima, Critical response of elastic-plastic structures to near-fault
ground motions and its application to base-isolated building structures, Chapter 6, “International
23 Symposium in Earthquake Engineering and Structural Dynamics” in memory of late Professor Ragnar
Sigbjörnsson, Conference in Reykjavik - June 2017, (Earthquake Engineering and Structural
Dynamics in Memory of Ragnar Sigbjörnsson, pp.123-141).
I.Takewaki, Evaluation of building resilience under earthquake input using single, double andmultiple impulses, eBook from Frontiers SA, 2017.
24(http://www.frontiersin.org/books/Evaluation_of_Building_Resilience_under_Earthquake_Input_Usi
ng_Single_Double_and_Multiple_Impulses/1313) (ISBN: 978-2-88945-270-5)
I.Takewaki, Performance of innovative controlled buildings under resonant and critical earthquake
ground motions, eBook from Frontiers SA, 2018. (http://www.frontiersin.org/
25
books/Performance_of_Innovative_Controlled_Buildings_Under_Resonant_and_Critical_Earthquake_Ground_Motion/1746) (ISBN 978-2-88945-636-9)
Kotaro Kojima, Kohei Fujita and Izuru Takewaki, Double and triple impulses for capturing criticalelastic-plastic response properties and robustness of building structures under near-fault ground26
motions, in ‘Resilient Structures and Infrastructures’, Noroozinejad Farsangi, E., Takewaki, I., Yang,
T.Y., Astaneh-Asl, A., Gardoni, P. (eds.), Springer (ISBN 978-981-13-7445-6), pp.225-242, 2019.
H.Takabatake, Y.Kitada, I.Takewaki and A.Kishida, Simplified Dynamic Analysis of High-rise
27 Buildings - Applications to simplified seismic diagnosis and retrofit using rod theory, Springer
Nature, 2019 (ISBN 978-981-13-7184-4).
Izuru Takewaki, Masayuki Kohiyama, Tomaso Trombetti, Solomon Tesfamariam, and Xinzheng Lu,
28 Innovative Methodologies for Resilient Buildings and Cities, eBook from Frontiers SA, 2019, ISBN
978-2-88963-072-1, DOI 10.3389/978-2-88963-072-1. (Editorial: Vol.5: Issue 94)Noël CHALLAMEL, Julius KAPLUNOV and Izuru TAKEWAKI (eds.), Modern trends in structuraland solid mechanics: Stability, Dynamics and Stochasticity, Anniversary volume in honour of Prof.
29 Elishakoff (Volume 1: Statics and Stability, Volume 2: Vibrations, Volume 3: Non-deterministic
Mechanics), Hermes Science Publishing, ISTE-Wiley, Tuition House, 27-37 St George’s Road,
SW19 4EU London, UK, 2021.
Izuru Takewaki, Kotaro Kojima and Sae Homma, Collapse Limit of Structures under Impulsive
Loading via Double Impulse Input Transformation, Chapter 7 (pp.167-184, Volume 2: Vibrations) in
30 Noël CHALLAMEL, Julius KAPLUNOV and Izuru TAKEWAKI (eds.), Modern trends in structuraland solid mechanics: Stability, Anniversary volume in honor of Prof. Elishakoff, Hermes Science
Publishing, ISTE-Wiley, Tuition House, 27-37 St George’s Road, SW19 4EU London, UK, 2021.
Dario De Domenico, Enrico Tubaldi, Izuru Takewaki, Theodore Karavasilis, Andrea Dall’Asta and
31 Oren Lavan, Recent Advances and Applications of Seismic Isolation and Energy Dissipation Devices,
Frontiers in Built Environment, eBook from Frontiers SA, Vol.6: Article 126, 2020.
32

Izuru TAKEWAKI and Kotaro KOJIMA, An Impulse and Earthquake Energy Balance Approach in
Nonlinear Structural Dynamics, CRC Press, 2021.

33

Ehsan Noroozinejad Farsangi, Mohammad Noori, Paolo Gardoni, Izuru Takewaki, Humberto Varum,
Aleksandra Bogdanovic (eds.), Reliability-Based Analysis and Design of Structures andInfrastructure, CRC Press/ Taylor and Francis, 2021.
Shoki Hashizume and Izuru Takewaki, Optimal design of hysteretic damper with stopper mechanism
for tall buildings under earthquake ground motions of extremely large amplitude, Ehsan Noroozinejad
34 Farsangi, Mohammad Noori, Paolo Gardoni, Izuru Takewaki, Humberto Varum, Aleksandra
Bogdanovic (eds.), Reliability-Based Analysis and Design of Structures and Infrastructure, CRC
Press/ Taylor and Francis, 2021.

(Invited lectures)
Takewaki, I, Earthquake Input Energy to Structures: Frequency-domain Approach, UC San Diego,
1
Structural Engineering Seminar, September, 2005.
2

Takewaki, I. & Kanno, Y, Info-gap theory in the analysis of the robustness of civil structures againstmodel error and load uncertainty, Invited Lecture in Workshop on "Info-Gap Analysis of Engineering
Systems", University of Newcastle- upon-Tyne, UK, Sept 29-30, 2005.

3

I.Takewaki, Critical excitation methods for important structures, invited as a Semi-Plenary Speaker,
EURODYN 2008, July 7-9, 2008, Southampton, England.

4

Takewaki, I, Critical excitation methods for important structures, Engineering Department
Geotechnical Research Seminars, July 11, 2008, Civil Engineering Group, Department ofEngineering, Cambridge University.

5

I.Takewaki, Passive Control of Tall Buildings via Viscous and Visco-elastic Dampers, Seminar by
VSL, Hong Kong, December 1, 2008.

6

I.Takewaki, Recent developments in critical excitation methods for earthquake input energy, invited
as a Keynote Speaker, COMPDYN 2009, June 22-24, 2009, Island of Rhodes, Greece. (canceled)

7

I.Takewaki, Education Improvement through Systematization of Mutual Faculty Development (FD),AHELO International Workshop, 2009.9.28.

8

I.Takewaki, Building Control with Passive Dampers, Semi-plenary speaker at AIMM'10, 30 May - 4
June 2010 in Jeju, Korea.

9

I.Takewaki, ''The 2011 off the Pacific Coast of Tohoku Earthquake and Its Impact on Building
Structural Design'', Keynote paper (Plenary speaker) at The ASEM11+ Congress, September 18-23,
2011 in Seoul, Korea.

I.Takewaki, ''The 2011 off the Pacific Coast of Tohoku Earthquake and Its Impact on Building
10 Structural Design'', A seminar at Dept of Civil Eng, Tsinghua University, Beijing, China, August 22,
2012.
I.Takewaki, ''System Identification and Damage Detection of Super High-rise Building using Shear11 bending model and ARX model'', A seminar at Dept of Automatic Control and Systems Engineering,
University of Sheffield, UK, September 18, 2012.
I.Takewaki, ''Critical earthquake loads for passively controlled inelastic building structures
12 considering evolution of seismic waves'', A seminar at Dept of Mechanical Engineering, University ofBristol, UK, September 20, 2012.
I.Takewaki (2013). Smart system identification of super high-rise buildings using limited vibration
13 data during the 2011 Tohoku earthquake, Keynote lecture at ICEAS13 in ASEM13, September 8-12,
Jeju, Korea.
14

Panel Discussion, Building a Sustainable Future session, Frontiers Field Chief Editor Summit,
Champery, Switzerland, 2016.6.18 16:15-17:15.

15

I.Takewaki,'' Critical response of elastic-plastic structures under impulsive or long-duration
excitations (Closed-form approach via impulse input)'', The University of Manchester, June 21, 2016.

16

I.Takewaki,'' Critical response of elastic-plastic structures under impulsive or long-duration
excitations (Closed-form approach via impulse input)'', The University of Sheffield, June 22, 2016.

I.Takewaki,'' Critical response of elastic-plastic structures under impulsive or long-duration
17 excitations (Closed-form approach via impulse input)'', University of California, Berkeley, September
11, 2017.
Izuru Takewaki, 'A new energy approach to critical response of elastic-plastic structures underimpulsive or long-duration excitations', Online Keynote presentation for the International Symposium
18
on the 100th Anniversary of the Haiyuan Earthquake, Lanzhou University of Technology, Oct 18,
2020.
(Int. activities)
Conference editorial board of the 4th International Conference on Computational Structures
1
Technology (Editor: B.H.V. Topping, Edinburgh, UK, 1998)
2

Conference editorial board of the 5th International Conference on Computational Structures
Technology (Editor: B.H.V. Topping, Leuven, Belgium, 2000)

3

Associate Editor (Advances in Earthquake Engineering Series, WIT Press) 1999. [http://www.witpress.com/acatalog/subject_earthquake_engineering___soil_dynamics.html]

4

Conference editorial board of the 3rd International Conference on Earthquake Resistant Engineering
Structures (ERES 2001) (Editor: C.A.Brebbia and A.Corz, Malaga, Spain, 2001)

5

Conference editorial board of the 6th International Conference on Computational Structures
Technology (Editor: B.H.V. Topping, Prague, Czech Republic, 2002) [http://www.civil-comp.com/]

6

International Editorial Board (Structural Engineering and Mechanics: An international Journal,
Techno Press, Editors-in-Chief/ Prof. Chang-Koon Choi & Prof. W.C.Schnobrich) 2002-.
[http://technop.kaist.ac.kr/]

7

Conference editorial board of the 4th International Conference on Earthquake Resistant Engineering
Structures (ERES 2003) (Editor: C.A.Brebbia, Italy, 2003)[http://www.wessex.ac.uk/conferences/2003/index.html]

8International Editorial Board (Advances in Structural Engineering: An international Journal, MultiScience Publishing Co. Ltd., Editor-in-Chief/ Prof. J.G. Teng) 2002-.
[http://www.cse.polyu.edu.hk/jase/jase.htm]

9Conference editorial board of the 7th International Conference on Computational Structures
Technology (Lisbon, Portugal, 2004)

10

Int. Advisory Committee Member of the Third International Conference on Advances in StructuralEngineering and Mechanics (ASEM'04), 2-4 September 2004 in Seoul , Korea

International Editorial Board (Interaction and Multiscale Mechanics: An international Journal,
11 Techno Press, Editors-in-Chief/ Prof. J.S. Chen and Prof. Yeong-Bin Yang, Asso. Editor/ Prof.
Chuin-Shan Chen) [http://technop.kaist.ac.kr/] 2008-2014)12

Conference editorial board of the 8th International Conference on Computational Structures
Technology (Las Palmas de Gran Canaria, 2006)

Izuru Takewaki and Yoshihiro Kanno, Info-gap theory in the analysis of the robustness of civil
structures against model error and load uncertainty, A workshop on INFO-GAP ANALYSIS OF
13
ENGINEERING SYSTEMS: ROBUST DECISIONS UNDER SEVERE UNCERTAINTY, 29-30th
September 2005, University of Newcastle-upon-Tyne (Invited lecture from UK Government Grant).
14

Member of WSEAS (World Scientific and Engineering Academy and Society) Working Group on
Computer Science www.wseas.org 2006.

15 Editorial Board of WIT Transactions on The Built Environment, 2006.
Editorial Board of Engineering Structures, Elsevier, Editors Prof.P.Gould, Prof.E.Mang andProf.S.Kitipornchai
16[http://www.elsevier.com/wps/find/journaldescription.cws_home/30415/description#description](2007-2012)17 Editorial Board of Open Civil Engineering Journal, Bentham Publishers, 2007.

18

Guest Editor of Interaction and Multiscale Mechanics: An International Journal, Techno Press,
Vol.1, Issue 4, 2008.

19

I.Takewaki, Critical excitation methods for important structures, invited as a Semi-Plenary Speaker,
EURODYN 2008, July 7-9, 2008, Southampton, England.

20

I.Takewaki, Earthquake Input Energy to Structures: Frequency-domain Approach, 2005 年 9 月, カリ
フォルニア大学サンディエゴ校構造工学学科講義 SE290．

21

Conference editorial board of the 9th International Conference on Computational Structures
Technology (Athens, Greece, 2008)

22 Editorial Board of Open Civil Engineering Letters, Bentham Publishers, 2007.
23

Editorial Board of The Open Construction and Building Technology Journal, Bentham Publishers,
2007.

24

International Workshop on Earthquake Hazards and Mitigations (EHAM-2007), international
advisory committee member, Dec 7-8, 2007, Guwahati, India.

25

Scientific Committee Member of the ECCOMAS Thematic Conference on "Computational Methods
in Structural Dynamics and Earthquake Engineering" (COMPDYN 2009)26

Steering Committee Member of International Symposium on Structures under Earthquake, Impact,
and Blast Loading, Osaka, 2008.

Editorial Board of The First International Conference on Soft Computing Technology in Civil,
27 Structural and Environmental Engineering (CSC2009), Funchal, Madeira Island, from 1-4 September
2009
28 Member of the ASCE EMI Dynamics Committee (2008-)
29 Editorial Board of Structural Control and Health Monitoring, John Wiley (2008-2018).
30 Editorial Board of The Open Statistics & Probability Journal, Bentham Publishers, 2009-.
31 Editorial Board of Journal of Zhejiang University-SCIENCE A, 200932

Editor-in-Chief of Earthquakes and Structures (EAS): An International Journal of Earthquake
and its Effects on Structures (Techno-Press in Korea) (2009-2014)33

Editorial Board of Soil Dynamics and Earthquake Engineering, Elsevier, Editors Prof.D.E.Beskos, A
Elgamal and Prof.M.Erdik (2009-).

34 Editorial Board of Sustainable Cities and Society, Elsevier, Editor Prof. Saffa Riffat (2010-)
35

Scientific Committee Member of the ECCOMAS Thematic Conference on "Computational Methods
in Structural Dynamics and Earthquake Engineering" (COMPDYN 2011)

36

International Advisory Committee Member of The Twelfth East Asia-Pacific Conference on
Structural Engineering & Construction (EASEC-12), Jan 26-28, 2011, Hong Kong.

37

Co-chairman of 2011 International Conference on Earthquakes and Structures (ICEAS11), Seoul,
Korea, Sept 18-23, 2011.

38

Int. Advisory Committee Member of The 2011 World Congress on Advances in StructuralEngineering and Mechanics (ASEM 11+), Seoul, Korea, Sept 18-23, 2011.

39 Editorial Board of International Journal of Turbines Engineering (IJTE) (2010-)
40 Editorial Board of ISRN Civil Engineering (Hindawi Publishing Corporation, 2010-)
Member of the International Technical & Advisory Committee in an International Conference on
41 ""Earthquake Analysis and Design" (EQADS-2011) during December 1-3, 2011 (PSG College ofTechnology, Coimbatore, India).
42

Scientific and Steering Committee Member of International Symposium on Disaster Simulation &Structural Safety in the Next Generation September 17-18 , 2011 at Hyogo Univ, Kobe, JAPAN.

43

Conference editorial board of the Eleventh International Conference on Computational Structures
Technology (Dubrovnik, Croatia from 4-7 September 2012)

44

Member of the Scientific Committee of COMPDYN 2013 (Computational Methods in Structural
Dynamics and Earthquake Engineering) 2013.June.12-14.

45

A member of the International Advisory Committee for The 2013 World Congress on Advances in
Structural Engineering and Mechanics (ASEM13), , 25-29, August, 2013, Jeju, Korea.

46 Editorial Board of Earthquake Engineering and Hazard Mitigation (2013-)
47

International Scientific Committee (ISC) Member of the 6th World Conference on Structural Control
and Monitoring, Barcelona in 15-17 July, 2014.

48

Scientific Committee Member for International Conference on Engineering and Applied Sciences
Optimization (OPTI 2014) to be held in Kos Island, Greece on 4-6 June 2014.

Member of the International Scientific Advisory Committee of HPSM 2014, to be held in Ostend,
49 Belgium, from 9 - 11 June 2014 (7th International Conference on High Performance and Optimum
Design of Structures and Materials) WIT
50

Editorial Board of the Twelfth International Conference on Computational Structures Technology(CST2014), Naples, Italy, 2-5 September, 2014

51

Scientific Committee Member for "15th EU/ME Workshop: Metaheuristic and Engineering" to beheld in Istanbul, Turkey in 24 – 25 March 2014

52 Member of "International Scientific Committee" of EMI(ASCE) 2015 HK (Jan 7-9, 2015), KT Chau
53

Member of the Scientific Committee of COMPDYN 2015, Island of Crete, Greece on 23-25 May
2015

A member of the International Advisory Committee for The 2015 World Congress on Advances in
54 Structural Engineering and Mechanics (ASEM15), 16-20, August, 2015, Taejeon, Korea. Also cochairman of 2015 International Conference on Earthquakes and Structures (ICEAS15)
55

Chief Editor of Specialty Section ‘Earthquake Engineering’ in ‘Frontiers in Built Environment’(2014-) (Published by Frontiers (Nature Publishing Group))

56

Editorial Board of International Journal of Future Cities and Environment (IJFCE) (2015-) Springer
International Publishing AG

57

A member of the International Scientific Committee of 14th International Conference on
Sustainable Energy Technologies (SET 2015) in Nottingham on the 25-27 August 2015.

A member of the Editorial Board of The Fifteenth International Conference on Civil, Structural and
58 Environmental Engineering Computing: Civil-Comp 2015 (CC2015) is to be held in Prague, Czech
Republic from 1-4 September 2015.
59

Editorial Board of Earthquakes and Structures (EAS): An International Journal of Earthquake
and its Effects on Structures (Techno-Press in Korea) (2014-)

60

Editorial Board Member of The Structural Design of Tall and Special Buildings (Editor: Xilin Lu),John Wiley (2015-)

61

Editorial Board of Journal of Smart Cities (Editor-in-Chief Andreas Kappos, City
University of London, Whioce publishing Pte Ltd: Singapore) (2015-).

62 Editorial Board of Heliyon, Elsevier’s open access journal (2015-).
63

Editorial Board Member of Earthquake Engineering and Engineering Vibration (EEEV: Springer)(Editors-in-Chief: George Lee, Qi Xiaozhai) (2015-)

64 Editorial Board of Scientific Reports (Macmilan: Nature Publishing Group) (2015-)
65

Organizing Committee Member for the 5th International Conference on Earth Science & Climate
Change (Earth Science-2016) during July 25-27, 2016 Bangkok, Thailand

66

Field Chief Editor of ‘Frontiers in Built Environment’ (2015-) (Published by Frontiers in
Switzerland)

67

Member of the Scientific Committee of the Conference on Computational Methods in Structural
Dynamics and Earthquake Engineering (COMPDYN 2017) will be held on the Island of Rhodes,

Greece on 15-17 June 2017.
68

An International Advisory Board Member of 15th International Conference on Sustainable Energy
Technologies (SET 2016) in Singapore on the 19-22 July 2016.

69

Associate Editor of Int. Journal of Earthquake and Impact Engineering (Chief Editor: Ehsan Noroozi),
2016-.

70 A member of the jury for the First Spotlight Conference Award of Frontiers SA, 2017.1～2017.5
71

Associate Editor of Japan Architectural Review (International Journal of Japan Architectural Review
for Engineering and Design) from Wiley, (2017.4-)

72

Group member of ‘TG7.6 - Resilient structures’ in fib (International Federation for Structural
Concrete) (2017.5～, Switzerland)Member of the Editorial Board of The Thirteenth International Conference on Computational
73 Structures Technology (CST2018) will take place in Sitges, Barcelona, Spain, from 4 to 6 September
201874

Member of evaluation board for ranking the candidate papers for The 2016 JSDEE Ahmed Çakmak
Best Paper Award for journal Soil Dynamics and Earthquake Engineering.

75 Member of the World Economic Forum Expert Network (2018.3.13～)
Member of the Scientific Committee of the Conference on Computational Methods in Structural
76 Dynamics and Earthquake Engineering (COMPDYN 2019) will be held on Crete, Greece on 22-24
June 2019.
77

Member of the Scientific Committee of the International Conference on Vibration Problems (ICOVP
2019) in Crete, Greece on 1-4 September 201978 2nd Spotlight Award Jury member, Frontiers SA (2018.6～)
79

A member of the Scientific Committee of XI International Conference on Structural Dynamics(EURODYN 2020), 22-24 June 2020 in Athens, Greece

80 Associate Editor of Soil Dynamics and Earthquake Engineering, Elsevier (2018.12～)
81 Editorial board of Architecture, Structures & Construction (Springer Nature, 2021～)

Citation Index (References in which author's works are quoted)
I.Takewaki, Efficient Optimal Frequency Design of Elastically-Supported
author's
Distributed-Parameter Cantilevers, Int. J. of Computers & Structures, Vol.62, No.1,
work
pp107-117, 1996.
references

H.M.Negm, K.Y.Maalawi, Structural design optimization of wind turbine towers, Int.
J. of Computers & Structures, Vol.74, No.6, pp649-666, 2000.

2

Scott A.Burns (ed.), Recent Advances in Optimal Structural Design By StructuralEngineering Institute Technical Committee on Optimal Structural Design, By
Structural Engineering Institute Technical Committee on Optimal Structural Design,
2002.


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CHANGHAI ZHAI, ZHIWANG CHANG, SHUANG LI and LILI XIE, Selection of
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44Michele Palermo, Saverio Muscio, Stefano Silvestri, Luca Landi, Tomaso Trombetti,
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Carlos A. Martinez, Oscar Curadelli, Maria E. Compagnoni, Optimal placement of
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Tomaso Trombetti, Michele Palermo, Antoine Dib, Giada Gasparini, Stefano
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Yutaka Nakamura, Tetsuya Hanzawa, Takeshi Nomura, Performance-Based
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Huseyin Cetin, Ersin Aydin and Baki Ozturk, Optimal damper allocation in shear
buildings with tuned mass dampers and viscous dampers, Int. J. Earthquake andImpact Engineering, Vol.2, No.2, pp.89-120, 2017.

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Ersin AYDIN, Baki ÖZTÜRK, Muhammed DİKMEN, Optimal Damper Placement

to Prevent Pounding of Adjacent Structures Considering a Target Damping Ratio andRelative Displacement, Omer Halisdemir University Journal of Engineering
Sciences, Volume 6, Issue 2, (2017), 581-592.
Masoud Zabihi Samani and Mohammad Ghanooni-Bagha, A fuzzy logic controller
for optimal structural control using MR dampers and particle swarm optimization,
May 2017, Journal of Vibroengineering 19(3):1901-1914

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Wilson Emilio, David Sa´nchez, Suzana Moreira Avila2, Jose´ Luı´s Vital de Brito,
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Hasan Ozkaynak, The effects of special metallic dampers on the seismic behavior ofa vulnerable RC frame, February 2017, Structural Engineering & Mechanics
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A. Pricopie, F. Pavel, Rehabilitation of Structures using Optimal Viscous Damper
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Michele Palermo, Stefano Silvestri, Luca Landi, Giada Gasparini, Tomaso
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Michele Palermo, Stefano Silvestri, Giada Gasparini, Tomaso Trombetti, A direct
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E. Aydin, E. Noroozinejad Farsangi, B. Ozturk, A. Bogdanovic and M. Dutkiewicz,
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Michele Palermo, Vittoria Laghi, Giada Gasparini, Tomaso Trombetti, Estimating
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E. Aydin and M.H.Boduroglu, Optimal placement of steel diagonal braces for
upgrading the seismic capacity of existing structures and its comparison with optimal
dampers, J. of Constructional Steel Research, 64 (1): 72-86 JAN 2008.

4

Erasmo Viola and Filippo Guidi, Influence of the supporting braces on the dynamic
control of buildings with added viscous dampers, Structural Control And Health
Monitoring (2009), Vol.16, No.3, pp267-286, DOI: 10.1002/stc.234.

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Ersin AYDIN, M. Hasan BODUROĞLU, Yapıların deprem davranışlarınıniyileştirilmesi için çelik çapraz elemanların optimum yerleşimi, itüdergisi/d,mühendislik, Cilt:5, Sayı:3, Kısım:2, 175-186, Haziran 2006.
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GIUSEPPE LOMIENTO, NOEMI BONESSIO AND FRANCO BRAGA, DESIGNCRITERIA FOR ADDED DAMPERS AND SUPPORTING BRACES, SEISMIC
ISOLATION AND PROTECTION SYSTEMS 1:1 (2010).

7

Ersin Aydin, Optimal damper placement based on base moment in steel building
frames, Journal of Constructional Steel Research 79 (2012) 216–225.

8

Nikos D. Lagaros, Vagelis Plevris and Chara Ch Mitropoulou (Editors), Design
Optimization of Active and Passive Structural Control Systems, IGI Global,
414pages, 2012.

9

Ersin Aydin, A simple damper optimization algorithm for both target added damping
ratio and interstorey drift ratio, Earthquakes and Structures, Vol. 5, No. 1 (2013) 083109.

10

Carlos A. Martinez, Oscar Curadelli, Maria E. Compagnoni, Optimal placement of
nonlinear hysteretic dampers on planar structures under seismic excitation,
Engineering Structures 65 (2014) 89–98

11

O. Lavan, Optimal Design of Viscous Dampers and Their Supporting Members for
the Seismic Retrofitting of 3D Irregular Frame Structures, Journal of StructuralEngineering, ASCE, 2015.

12

Ersin Aydin, M. Sonmez, Turan Karabork, Optimal placement of elastic steel
diagonal braces using artificial bee colony algorithm, , STEEL AND COMPOSITESTRUCTURES 19(2):349-368 · AUGUST 201513

Ercan Serif Kaya, Takuro Katayama, Ming Narto Wijaya, Toshitaka Yamao,
SEISMIC PERFORMANCE INVESTIGATION OF THE FOLDED CANTILEVER
SHEAR STRUCTURE: AN EXPERIMENTAL STUDY, Int J. Civil Engineeringand Technology, Volume 4, Issue 4, July-August (2013), pp. 251-266.

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E Aydin, B Ozturk, E Sahin, Investigation of Behavior of Adjacent Planar SteelFrames Connected with Rigid Bars under Earthquake Effects, 6th World Conferenceon Structural Control and Health Monitoring (6WCSCM) , Barcelona

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Huseyin Cetin, Ersin Aydin and Baki Ozturk, Optimal damper allocation in shear
buildings with tuned mass dampers and viscous dampers, Int. J. Earthquake andImpact Engineering, Vol.2, No.2, pp.89-120, 2017.

16

Ersin AYDIN, Baki ÖZTÜRK, Muhammed DİKMEN, Optimal Damper Placement
to Prevent Pounding of Adjacent Structures Considering a Target Damping Ratio andRelative Displacement, Omer Halisdemir University Journal of Engineering
Sciences, Volume 6, Issue 2, (2017), 581-592.

17

Daniele Losanno, Mariacristina Spizzuoco, Giorgio Serino, Design and retrofit ofmulti-story frames with elastic-deformable viscous damping braces, November 2017,
Journal of Earthquake Engineering, Vol.21, pp.1441-1464.

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F. Hatami_, Z. Baheri and Gh. Oshagh, Numerical modelling of the mechanicalbehaviour of steel brace modi_ed by CFRP sheet, Scientia Iranica A (2017) 24(4),1883-1888

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A.M.Puthanpurayil, O.Lavan, R.P.Dhakal, MULTI-OBJECTIVE LOSSOPTIMIZATION OF SEISMIC RETROFITTING OF MOMENT RESISTINGFRAMES USING VISCOUS DAMPERS, 16th World Conference on Earthquake,
16WCEE 2017 Santiago Chile, January 9th to 13th 2017 Paper N° 1321 (Abstract
ID)

20

Ersin Aydin, Baki Ozturk, Maciej Robert Dutkiewicz, Analysis of efficiency of
passive dampers in multistorey buildings, September 2018, Journal of Sound andVibration

21

Zhihang Ye, De-Cheng Feng, Gang Wu, Seismic control of modularized suspended
structures with optimal vertical distributions of the secondary structure parameters,
Engineering Structures 183 (2019) 160–179.

22

Huseyin CETIN, Ersin AYDIN, Baki OZTURK, Optimal Design and Distribution of
Viscous Dampers for Shear Building Structures under Seismic Excitations, Frontiersin Built Environment, 5: 90, 2019.

23

Ohad Idels and Oren Lavan, Optimization-based seismic design of steel momentresisting frames with nonlinear viscous dampers, November 2020, Structural Control
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Sina Bakhshinezhad, Mohtasham Mohebbi, Multi-objective optimal design of semiactive fluid viscous dampers for nonlinear structures using NSGA-II, Structures 24(2020) 678–689.
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Trombetti T and Silvestri S, Added viscous dampers in shear-type structures: The
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3

马海龙, 陆建辉, 李宇生, Viscoelastic Damper and Its Optimal Positioning in
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Silvestri S., Trombetti T., Physical and numerical approaches for the optimal
insertion of seismic viscous dampers in shear-type structures, JOURNAL OF
EARTHQUAKE ENGINEERING 11 (5): 787-828 SEP 2007.

5

Erasmo Viola and Filippo Guidi, Influence of the supporting braces on the dynamic
control of buildings with added viscous dampers, Structural Control And Health
Monitoring (2009), Vol.16, No.3, pp267-286, DOI: 10.1002/stc.234.

6Zhou, Y., Wang, D, and Deng, X., Optimum study on wind-induced vibration controlof high-rise buildings with viscous dampers, Wind and Structures, An International
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Wang, M. , Chen, G., Optimization on placement and parameters of damping designusing energy criterion, Zhendong Ceshi Yu Zhenduan/Journal of Vibration,
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8Ersin Aydin, Optimal damper placement based on base moment in steel building
frames, Journal of Constructional Steel Research 79 (2012) 216–225.

9

Nikos D. Lagaros, Vagelis Plevris and Chara Ch Mitropoulou (Editors), Design
Optimization of Active and Passive Structural Control Systems, IGI Global,
414pages, 2012.

10

Ersin Aydin, A simple damper optimization algorithm for both target added damping
ratio and interstorey drift ratio, Earthquakes and Structures, Vol. 5, No. 1 (2013) 083109.

11

Carlos A. Martinez, Oscar Curadelli, Maria E. Compagnoni, Optimal placement of
nonlinear hysteretic dampers on planar structures under seismic excitation,
Engineering Structures 65 (2014) 89–98

12Ersin Aydin, Minimum dynamic response of cantilever beams supported by optimalelastic springs, Structural Engineering and Mechanics, Vol. 51, No. 3 (2014) 377-

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Huseyin Cetin, Ersin Aydin and Baki Ozturk, Optimal damper allocation in shear
buildings with tuned mass dampers and viscous dampers, Int. J. Earthquake andImpact Engineering, Vol.2, No.2, pp.89-120, 2017.

14

Ersin AYDIN, Baki ÖZTÜRK, Muhammed DİKMEN, Optimal Damper Placement
to Prevent Pounding of Adjacent Structures Considering a Target Damping Ratio andRelative Displacement, Omer Halisdemir University Journal of Engineering
Sciences, Volume 6, Issue 2, (2017), 581-592.

15

Wilson Emilio, David Sa´nchez, Suzana Moreira Avila2, Jose´ Luı´s Vital de Brito,
Optimal placement of damping devices in buildings, Journal of the Brazilian Societyof Mechanical Sciences and Engineering (2018) 40:337

16

Ersin Aydin, Baki Ozturk, Maciej Robert Dutkiewicz, Determination of Optimal
Elastic Springs for Cantilever Beams Supported by Elastic Foundation, Conference:
24th International Conference on Engineering Mechanics, Svratka, Czech Republic,
January17

Ersin Aydin, Baki Ozturk, Maciej Robert Dutkiewicz, Analysis of efficiency of
passive dampers in multistorey buildings, September 2018, Journal of Sound andVibration

18

E. Aydin, E. Noroozinejad Farsangi, B. Ozturk, A. Bogdanovic and M. Dutkiewicz,
Improvement of Building Resilience by Viscous Dampers, in ‘Resilient Structuresand Infrastructures’, Noroozinejad Farsangi, E., Takewaki, I., Yang, T.Y., AstanehAsl, A., Gardoni, P. (eds.), Springer, 2019, pp.105-127.

19

Ersin Aydin, Maciej Dutkiewicz, Baki Öztürk, Mustafa Sonmez, Optimization ofelastic spring supports for cantilever beams, Structural and Multidisciplinary
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R. Lewandowski, A. Bartkowiak and H. Maciejewski, Dynamic analysis of frames

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5

T.A. Antonopoulos and S.A. Anagnostopoulos, Seismic evaluation and upgrading of
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6Ersin Aydin, Optimal damper placement based on base moment in steel building
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7

Mahmood Hosseini and Ehsan Noroozinejad Farsangi, Telescopic columns as a newbase isolation system for vibration control of high-rise buildings, Earthquakes andStructures, Vol. 3, No. 6 (2012) 853-867.

8

P. Ashtari1 and S.H. Ghasemi, Seismic design of structures using a modified nonstationary critical excitation, Earthquakes and Structures, Vol. 4, No. 4 (2013) 383396 .

9Ersin Aydin, A simple damper optimization algorithm for both target added damping
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Carlos A. Martinez, Oscar Curadelli, Maria E. Compagnoni, Optimal placement of
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As. Zh. Khurshudyan, The Bubnov–Galerkin Method in Control Problems for
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O. Lavan, Optimal Design of Viscous Dampers and Their Supporting Members for
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Bahador Bagheri, Kwang-Yong Choi, Sang-Hoon Oh , Hong-Sik Ryu, Shaking table
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Nikos C. Efstathakis and Vassilis K. Papanikolaou, A retrofitting method for
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Ivana Kuzmanović, Zoran Tomljanović ∗, Ninoslav Truhar, Damping optimization
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Nicolò Pollini; Oren Lavan; and Oded Amir, Topology and Sizing Optimization of
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18

Huseyin Cetin, Ersin Aydin and Baki Ozturk, Optimal damper allocation in shear
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19

Abbas Moustafa, Damage Assessment of Inelastic Structures under Simulated
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Daniele Losanno, Julian M. Londoño, S. Zinno and G. Serino, Effective
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21

Ersin AYDIN, Baki ÖZTÜRK, Muhammed DİKMEN, Optimal Damper Placement
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22

Daniele Losanno, Mariacristina Spizzuoco, Giorgio Serino, Design and retrofit ofmulti-story frames with elastic-deformable viscous damping braces, November 2017,
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23

Neda Nabid, Iman Hajirasouliha, Mihail Petkovski, Performance-based optimisationof RC frames with friction wall dampers using a low-cost optimisation method, May
2018, Bulletin of Earthquake Engineering

24

Shanshan Wang, Stephen A. Mahin, High-performance computer-aided optimizationof viscous dampers for improving the seismic performance of a tall building, Soil
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D. Losanno, J.M. Londono, S. Zinno, G. Serino, Effective damping and frequenciesof viscous damper braced structures considering the supports flexibility, Computers
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26

Aleksandra Bogdanovic and Zoran Rakicevic, Optimal Damper Placement Using
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E. Aydin, E. Noroozinejad Farsangi, B. Ozturk, A. Bogdanovic and M. Dutkiewicz,
Improvement of Building Resilience by Viscous Dampers, in ‘Resilient Structuresand Infrastructures’, Noroozinejad Farsangi, E., Takewaki, I., Yang, T.Y., AstanehAsl, A., Gardoni, P. (eds.), Springer, 2019, pp.105-127.

28

Nabid, N., Hajirasouliha, I., Petkovski, M., Adaptive low computational cost
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Vasilis Dertimanis, Sami F Masri, Eleni N Chatzi, ON THE VIBRATIONATTENUATION PROPERTIES OF FINITE PERIODIC LATTICES OF IMPACTDAMPERS, December 2019, Conference: IX ECCOMAS Thematic Conference on
Smart Structures and MaterialsAt: Paris, France.

30

Liyu Xie, Li Zhang, Chao Pan, Ruifu Zhang, Tianli Chen, Uniform damping ratiobased design method for seismic retrofitting of elastoplastic RC structures using
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Neda Nabid, Iman Hajirasouliha, , Mihail Petkovski, Multi-criteria performancebased optimization of friction energy dissipation devices in RC frames, Earthquake
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Neda Nabid, Iman Hajirasouliha, David Escolano, Margarit, Mihail Petkovski,
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34

Panumas SAINGAM, Fatih SUTCU Yuki TERAZAWA, Oguz C. CELIK and Toru
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Masato Saitoh, Lumped parameter models representing impedance functions at theend of a finite beam on a viscoelastic medium, Computers and Structures 92–93(2012) 317–327.

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MOHAMMAD MUAZ ALDIMASHKI , JAMES MARK WILLIAM
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Faghihnia Torshizi Mostafa, Saitoh Masato, Influence of Pile Radius on Inertial
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Mostafa Faghihnia Torshizi, Masato Saitoh, Guillermo M. Álamo, Chandra Shekhar
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HamidReza Bolouri Bazaz, Ali Akhtarpour, Abbas Karamodin, A study on theeffects of piled-raft foundations on the seismic response of a high rise building
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Li fang Pai, Hong gang Wu, Shaking table test of comparison and optimization ofseismic performance of slope reinforcement with multi-anchor piles, Soil Dynamics
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Hiroshi Nagai, EVALUATION OF DYNAMIC INTERACTION FACTOR OF
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10Honggang Wu, Lifang Pai, and Hao Lei, Seismic Optimization of High Cantilever
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Vincent Z.Wang, EmmaLyons, Large-sample normal approximation and relevant
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4

Jan Podrouzek, Christian Bucher, George Deodatis, Identification of critical samples
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Jan Podrouzek, Importance sampling strategy for oscillatory stochastic processes, 5thInternational Conference on Reliable Engineering Computing (REC pp439-4482012)

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Azad Yazdani and Mohammad-Rashid Salimi, Earthquake response spectra
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7

Mr. Somayya Ammanagi, Vibration testing of Structures under random support
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Hao Liu, Zhenyun Tang, Yanjiang Chen, Earthquake input energy prediction
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Radhikesh P. Nanda, Manish Shrikhande and Pankaj Agarwal, Effect of Ground
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A.Moustafa, Damage Assessment of Inelastic Structures under Simulated Critical
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Hurtado Jorge E., Dimensionality reduction and visualization of structural reliability
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Jorge E. Hurtado, Diego A. Alvarez, The encounter of interval and probabilistic
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Mahmood Hosseini and Ehsan Noroozinejad Farsangi, Telescopic columns as a newbase isolation system for vibration control of high-rise buildings, Earthquakes andStructures, Vol. 3, No. 6 (2012) 853-867.

9

Nikos D. Lagaros, Vagelis Plevris and Chara Ch Mitropoulou (Editors), Design
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10

P. Ashtari1 and S.H. Ghasemi, Seismic design of structures using a modified nonstationary critical excitation, Earthquakes and Structures, Vol. 4, No. 4 (2013) 383396 .

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CHANGHAI ZHAI, ZHIWANG CHANG, SHUANG LI and LILI XIE, Selection of
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H. Owhadi, C. Scovel, T. J. Sullivan, M. McKerns, M. Ortiz¶, Optimal Uncertainty
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K. Majchern, Z.Wo´ jcicki,J.Grosel,W.Pakos,W.Sawicki, Kinematically
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14Ghasemi, S.H., Nowak, A.S., Ashtari, P., Estimation of the resonance-response
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Dixiong Yang and Jilei Zhou, A stochastic model and synthesis for near-fault
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S. Hooman Ghasemi and P. Ashtari, Combinatorial continuous non-stationary criticalexcitation in M.D.O.F structures using multi-peak envelope functions, Earthquakes
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P. R. Lekshmy and S. T. G. Raghukanth, Maximum Possible Ground Motion for
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R. Kamgar, S. Shojaee and R. Rahgozar, Rehabilitation of tall buildings by active
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U.Alibrandi a,n, G.Falsone, Optimal design of dampers in seismic excited structuresby the Ex- pected value of the stochastic Dissipated Power, ProbabilisticEngineeringMechanics41(2015)129–138

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Filip ZDRAVESKI,. Elisaveta DONCEVA, MATHEMATICAL MODEL OF
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Mohsen Khatibinia, Hossein Gholami, Reza Kamgar, Optimal design of tuned massdampers subjected to continuous stationary critical excitation, Int. J. Dynam.
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Rui Pang, Bin Xu, , Xianjing Kong , Yang Zhou , Degao Zou, Seismic performance
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Yadollah Yazdani, Mohammad Alembagheri, Effects of Base and Lift Joints on the
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Azad Yazdani, and Mohammad-Rashid Salimi, Earthquake Response Spectra
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Chang-Hai Zhai, Zhi Zheng, Shuang Li,, Xiaolan Pan, Damage accumulation of abase-isolated RCC building under mainshock-aftershock seismic sequence, KSCE
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Loizos Papaloizou, Panayiotis Polycarpou, Petros Komodromos, Dimitri Beskos,
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Vui Van Cao and Son Quang Pham, FRP Composite in Mitigating Seismic Risk of
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Gaohui Wang, Wenbo Lu, Sherong Zhang, Damage Demand Assessment ofConcrete Gravity Dams Subjected to Mainshock-Aftershock Seismic Sequences
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Zhai, C.-H., Wen, W.-P., Li, S., Chen, Z., Chang, Z., Xie, L.-L., The damage
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Chang-Hai Zhai, Wei-Ping Wen, Shuang Li, Li-Li Xie, The ductility-based strength
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Changhai Zhai,a),b) Duofa Ji,a),b) Weiping Wen,a),b) Weidong Lei,c) Lili Xie,a),d)and Maosheng Gongd, The Inelastic Input Energy Spectra for Main Shock–
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Neda Nabid, Iman Hajirasouliha, Mihail Petkovski, Performance-based optimisationof RC frames with friction wall dampers using a low-cost optimisation method, May
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Neda Nabid, Iman Hajirasouliha, Mihail Petkovski, A Novel Friction-Based Passive
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Cheng Su, Baomu Li, Taicong Chen, Xihua Dai, Stochastic optimal design ofnonlinear viscous dampers for large-scale structures subjected to non-stationary
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Jinkoo Kim, Minjung Kim, Mohamed Nour Eldin, Optimal distribution of steel plate
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Aleksandra Bogdanovic and Zoran Rakicevic, Optimal Damper Placement Using
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E. Aydin, E. Noroozinejad Farsangi, B. Ozturk, A. Bogdanovic and M. Dutkiewicz,
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Ohad Idels and Oren Lavan, Optimization-based seismic design of steel momentresisting frames with nonlinear viscous dampers, November 2020, Structural Control
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Afshin Moslehi Tabar, Dario De Domenico, Hamid Dindari, Seismic Rehabilitationof Steel Arch Bridges Using Nonlinear Viscous Dampers: Application to a Case
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Panumas SAINGAM, Fatih SUTCU Yuki TERAZAWA, Oguz C. CELIK and Toru
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Nissan Mulay, Assaf Shmerling, Analytical approach for the design and optimal
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Huidong Zhang, Xujia Liu, Investigation of the seismic behaviours of threedimensional high-rise steel frame structures equipped with oil dampers with variable
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Agathoklis Giaralis and Alexandros A. Taflanidis, Reliability-based Design of Tuned
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Alicia Gonzalez-Buelga ∗, Irina F. Lazar, Jason Z. Jiang,Simon A. Neild, Daniel J.
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Reza Mirza Hessabi, Oya Mercan, Investigations of the application of gyro-mass
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P. Brzeski · P. Perlikowski, Effects of play and inerter nonlinearities on theperformance of tuned mass damper, Nonlinear Dynamics, DOI 10.1007/s11071-0163292-1

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Sara Ying Zhang, Jason Zheng Jiang and Simon Neild, Optimal configurations for alinear vibration suppression device in a multi-storey building, Struct. Control Health
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P. Brzeski, M. Lazarek, P. Perlikowski, Experimental study of the novel tuned massdamper with inerter which enables changes of inertance, Journal of Sound andVibration 404 (2017) 47–57.

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Chao Pan1,2, Ruifu Zhang1,*, Hao Luo1,Chao Li1 andHua Shen, Demand-based
optimal design of oscillator with parallel-layout viscous inerter damper, Structural
Control and Health Monitoring, 2017, May

16

Agathoklis Giaralis1, Francesco Petrini, Wind-induced vibration mitigation in tallbuildings using the tuned massdamper-inerter (TMDI), Journal of StructuralEngineering, ASCE, 143(9): 04017127, 2017.

17

Nicos Makris, Basic Response Functions of Simple Inertoelastic and Inertoviscous
Models, Journal of Engineering Mechanics, ASCE 2017.

18

D. De Domenicoa,, N. Impolloniab, G. Ricciardia, Soil-dependent optimum designof a new passive vibration control system combining seismic base isolation with
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Dario De Domenico and Giuseppe Ricciardi, An enhanced base isolation systemequipped with optimal tuned mass damper inerter (TMDI), December 2017
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controllable damping coefficient on damping efficiency of TMDI, January 2018
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Mateusz Lazarek, Piotr Brzeski, Przemysław Perlikowski, Design and identificationof parameters of tuned mass damper with inerter which enables changes of inertance,
January 2018 Mechanism and Machine Theory 119:161-173

22

Nicos Makris, Time-response functions of mechanical networks with inerters andcausality, Meccanica https://doi.org/10.1007/s11012-018-0822-6, 2018.

23

Chao Pan, Ruifu Zhang, Design of structure with inerter system based on stochastic
response mitigation ratio, Struct Control Health Monit. 2018;e2169.

24

Agathoklis Giaralis, Alexandros Taflanidis, Robust reliability-based design ofseismically excited tuned mass-damper-inerter (TMDI) equipped MDOF structureswith uncertain properties, EACS 2016 – 6th European Conference on Structural
Control Sheffield, England: 11-13 July 2016, Paper No.150.

25

Nicos Makris, TIME-RESPONSE FUNCTIONS OF INERTOVISCOELASTIC
NETWORKS, 16th European Conference on Earthquake Engineering, Thessaloniki,
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26

Dario De Domenico, Giuseppe Ricciardi, Improving the dynamic performance ofbase‐isolated structures via tuned mass damper and inerter devices: A comparative20

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27

Agathoklis Giaralis, Laurentiu Mariana, Use of inerter devices for weight reductionof tuned mass-dampers for seismic protection of multi-storey buildings: the tuned
mass-damper-inerter (TMDI), In: Proceedings of SPIE on Active and Passive Smart
Structures and Integrated Systems 2016 (March 20-24, 2016, Las Vegas, NV, USA),Vol 9799-1G, DOI: 10.1117/12.2219324

28

Ruifu Zhang, Zhipeng Zhao, Chao Pan, Influence of mechanical layout of inerter
systems on seismic mitigation of storage tanks, November 2018, Soil Dynamics andEarthquake Engineering 144:639-649.

29

Ioannis A Antoniadis, Stratis A Kanarachos, Konstantinos Gryllias and Ioannis E
Sapountzakis, KDamping: A stiffness based vibration absorption concept, Journal of
Vibration and Control, 2016.

30

Ruiz R, Taflanidis AA, Giaralis A, Lopez-Garcia D. (2018). Risk-informed
optimization of the tuned mass-damperinerter (TMDI) for the seismic protection ofmulti-storey building structures. Engineering Structures, 177: 836-850.

31

Hongping Zhu, Yamin Li, Wenai Shen, Songye Zhu, Mechanical and energyharvesting model for electromagnetic inertial mass dampers, Mechanical Systems
and Signal Processing 120 (2019) 203–220

32

Dario De Domenico, Predaricka Deastra, Giuseppe Ricciardi, Neil D. Sims, David J.
Wagg, Novel fluid inerter based tuned mass dampers for optimised structural controlof base-isolated buildings, Journal of the Franklin Institute, Nov 2018.

33

Nicos Makris and Gholamreza Moghimi, Displacements and Forces in Structureswith Inerters when Subjected to Earthquakes, J. Struct. Eng., ASCE, 2019, 145(2):04018260

34

A. Giaralis, A.A. Taflanidis, Optimal tuned mass‐damper‐inerter (TMDI) design forseismically excited MDOF structures with model uncertainties based on reliability
criteria, Struct Control Health Monit. 2018;25:e2082.

35

Nicos Makris, The Dynamics of Rocking Isolation, European Conference on
Earthquake Engineering Thessaloniki, Greece ECEE 2018: Recent Advances inEarthquake Engineering in Europe pp 289-307.

36

C. M´alaga-Chuquitaype, C. Menendez-Vicente, R. Thiers-Moggia, Experimental
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Kun Ye, Shuai Shu, Liang Hu, Hong-ping Zhu, Analytical solution of seismic
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38

A. Javidialesaadi, N. E. Wierschem, Passive Structural Control using a One-way
Rotational Inertia Damper, The 7th World Conference on Structural Control andMonitoring, 7WCSCM, July 22-25, 2018, Qingdao, China.

39

Alin Radu, Irina F. Lazar, Reliability of controlled linear systems under Gaussianand non-Gaussian loads, International Journal of Dynamics and Control
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Luyu Li, Qigang Liang, Effect of inerter for seismic mitigation comparing with baseisolation, July 2019, Structural Control and Health Monitoring.

41

N. Makris, G. Moghimi, Response modification of building structures with inerters,
2nd International Conference on Natural Hazards & Infrastructure, 23-26 June, 2019,
Chania, Greece

42

Zhihao Wang, Fangfang Yue and Hui Gao, Free Vibration of a Taut Cable with Two
Discrete Inertial Mass Dampers, Appl. Sci. 2019, 9, 3919; doi:10.3390/app9183919.

43

Yiyao Jiang, Zhipeng Zhao, Ruifu Zhang, Dario De Domenico, Chao Pan, Optimal
design based on analytical solution for storage tank with inerter isolation system, Soil
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44

Ying Zhang, Simon A. Neild, Jason Zheng Jiang, Optimal design of a pair ofvibration suppression devices for a multi-storey building, November 2019, Structural
Control and Health Monitoring

45

Zhipeng Zhao, Ruifu Zhang, Yiyao Jiang, Dario De Domenico and Chao Pan,
Displacement-Dependent Damping Inerter System for Seismic Response Control,Appl. Sci. 2020, 10, 257; doi:10.3390/app10010257

46

A. Giaralis, A.A. Taflanidis, Optimal tuned mass‐damper‐inerter (TMDI) design forseismically excited MDOF structures with model uncertainties based on reliability
criteria, Struct Control Health Monit. 2018;25:e2082.

47

Ruifu Zhang, Zhipeng Zhao, Chao Pan, Kohju Ikago, Songtao Xue, Damping
enhancement principle of inerter system, February 2020, Structural Control and
Health Monitoring.

48

Qigang Liang, Optimal design for a novel inerter-based clutching tuned mass damper
system, February 2020 Journal of Vibration and Control.

49

Dario De Domenico, Giuseppe Ricciardi, Ruifu Zhang, Optimal design and seismic
performance of tuned fluid inerter applied to structures with friction pendulum
isolators, May 2020, Soil Dynamics and Earthquake Engineering 132:106099.

50

Xiao Pan, Christian Málaga-Chuquitaype, Seismic control of rocking structures via
external resonators, April 2020, Earthquake Engineering & Structural Dynamics

51

Qingjun Chen, Yanchao Wang and Zhipeng Zhao, Energy Spectrum Study and
Optimal Design of an Inerter-Based Structure Considering the Underlying Soil,Appl. Sci. 2020, 10, 2999; doi:10.3390/app10092999

52

Zhipeng Zhao, Ruifu Zhang, Nicholas E Wierschem, Yiyao Jiang, Displacement
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53

N. Makris, G. Moghimi, SEISMIC RESPONSE OF STRUCTURES EQUIPPEDWITH INERTERS, 17th World Conference on Earthquake Engineering, 17WCEE,
Sendai, Japan - September 13th to 18th 2020 (postponed).

54

Yang Xiang, Yuji Koetaka, Naoki Okuda, Single-story steel structure with LVEMisolated floor: Elastic seismic performance and design response spectrum, October
2019, Engineering Structures.

55

Zhipeng Zhao, Ruifu Zhang, Chao Pan, Qingjun Chen, Yiyao Jiang, Input energy
reduction principle of structures with generic tuned mass damper inerter, Struct
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56

Zhipeng Zhao, Chen Qingjun, Ruifu Zhang, Chao Pan, A negative stiffness inerter
system (NSIS) for earthquake protection purposes, October 2020, Smart Structures
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57

Sourav Das, Souvik Chakraborty, Yangyang Chen, Solomon Tesfamariam, Robust
design optimization for SMA based nonlinear energy sink with negative stiffness andfriction, Soil Dynamics and Earthquake Engineering 140 (2021) 106466

58

Chen, L., Nagarajaiah, S., & Sun, L. (2020). A unified analysis of negative stiffness
dampers and inerter-based absorbers for multimode cable vibration control. Journalof Sound and Vibration, 115814.

59

Abdollah Javidialesaadi, Nicholas E. Wierschem, Design and performance
evaluation of inerter-based tuned mass dampers for a ground acceleration excitedstructure, January 2021Soil Dynamics and Earthquake Engineering 140:106463

60

Gholamreza Moghimi, Nicos Makris, Seismic response of yielding structures
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61

Mohammad Ali Sadeghian, Jian Yang, Xing-er Wang, Feiliang Wang, Novel
adaptive tuned viscous inertance damper (ATVID) with adjustable inertance anddamping for structural vibration control, Structures 29 (2021) 814–822.

62

Qigang Liang, Luyu Li, Qitao Yang, Seismic analysis of the tuned-inerter-damper
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63

Haoran Zuo, Kaiming Bi, Hong Hao, Ruisheng Ma, Influences of ground motion
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64

Pietrosanti D, De Angelis M, Giaralis A. (2021) Experimental seismic performanceassessment and numerical modelling of nonlinear inerter vibration absorber (IVA)equipped base isolated structures tested on shaking table, Earthquake Engineering &Structural Dynamics, accepted65

Fabio Freddi, Carmine Galasso, Gemma Cremen, Andrea Dall’Asta, Luigi Di Sarno,
Agathoklis Giaralis, Fernando Gutiérrez-Urzúa, Christian Málaga-Chuquitaype,Stergios A. Mitoulis, Crescenzo Petrone, Anastasios Sextos, Luis Sousa, Karim
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Huating Chen, Ping Tan, Optimal design of TVMD with linear and nonlinear viscousdamping subjected to white-noise excitation, Struct Control Health Monit.
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Hua Shen, Ruifu Zhang, Dagen Weng, Qingzi Ge, Chao Wang, Md Mofakkharul
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Claudia Casapulla and Alessandra Maione, rocking resonance conditions oflarge and slender rigid blocks under the intense phase of an earthquake,
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Shuoyu Liu & Yingmin Li & Guojue Wang, A method to extract successive velocity
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Claudia Casapulla, Linda Giresini and Paulo B. Lourenço, Rocking and Kinematic
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Hamed Hamidi Jamnani, Javad Vaseghi Amiri, Hamid Rajabnejad, Energy
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13小川勇大，辻聖晃，ダンパー取付部材の破断によって生じる地震時最大応答
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Farzaneh Raji, Amir Naeiji, Performance of Concrete MRF at Near-Field
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Jung-hyun Hwang, Jong-ho Ock, Youngju Kim, Ji-wook Mauk & Jaehoon Bae, The
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S.F. Fathizadeh, S. Dehghani, T.Y. Yang, E. Noroozinejad Farsangi, A.R. Vosoughi,
I. Hajirasouliha, I. Takewaki, C. Málaga-Chuquitaype, H. Varum, Trade-off Pareto
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S. Dehghani, S. F. Fathizadeh, T.Y. Yang, E. Noroozinejad Farsangi, A. R.
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Ying Zhou, Tianyao Ping, Shunming Gong⁎, Yi Zhu, An improved definingreferences parameter for long-period ground motions with application of a super-tall building,
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K. Hayashi, K. Fujita, M. Tsuji and I. Takewaki, A simple response evaluation
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3

Yun-Peng Zhu, Zi-Qiang Lang, Yosuke Kawanishi and Masayuki Kohiyama, Semiactively Implemented Non-linear Damping for Building Isolation Under Seismic
Loadings, Front. Built Environ. 6:19, 2020.

4

Ming-Hsiang Shih, Wen-Pei Sung, Theoretical Implementation and Experimental
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Arun M. Puthanpurayil, Oren Lavan, Rajesh P. Dhakal, Multi-objective loss-based
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Emanuele Gandelli, Andreas Taras, Johann Distl and Virginio Quaglini, Seismic
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S. Elias, R. Rupakhety, and S. Olafsson, ANALYSIS OF A BENCHMARKBUILDING INSTALLED WITH TUNED MASS DAMPERS UNDER WIND AND
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10

Dario De Domenico, Nicola Impollonia, Nicola Pianta, Giuseppe Ricciardi,
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11

Mustapha Abdulhadi, Zhang Xun’an, Buqiao Fan, Muhammad Moman, Design,
Optimization and Nonlinear Response Control Analysis of the Mega-sub controlled
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12

Qinhua Wang , Haoshuai Qiao, Dario De Domenico , Zhiwen Zhu and Zhuangning
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Gloria Terenzi, Caterina Bazzani, Iacopo Costoli, Stefano Sorace and Paolo Spinelli,
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Jie Zheng, Chunwei Zhang and Aiqun Li, Experimental Investigation on the
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Dario De Domenico, Emanuele Gandelli, Virginio Quaglini, Effective base isolation
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16

Fanhao Meng, Jiancheng Wan, Yongjun Xia, Yong Ma and Jingjun Yu, A MultiDegree of Freedom Tuned Mass Damper Design for Vibration Mitigation of a
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Jesús Donaire-Ávila and Amadeo Benavent-Climent, Optimum Strength Distribution
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Mohammed Ismail, An elastoplastic bracing system for structural vibration control,
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Giacomo Navarra, Francesco Lo Iacono and Maria Oliva, An Efficient Stochastic
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Turan Karabork, Optimization Damping of Viscous Dampers to Prevent Collisions
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21Francisco Palacios-Quiñonero, Josep Rubió-Massegú, Josep M. Rossell and Hamid
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22

Aylin Ece Kayabekir, Gebrail Bekdaş, Sinan Melih Nigdeli and Zong Woo Geem,
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Gloria Terenzi, Iacopo Costoli, Stefano Sorace, Activation control extension of adesign method of fluid viscous dissipative bracing systems, April 2020, Bulletin ofEarthquake Engineering.

24

Konstantinos Skandalos, Hamid Afshari, Warren Hare, Solomon Tesfamariam,
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Nicolò Pollini, Fail‐safe optimization of viscous dampers for seismic retrofitting,
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26

Josep Rubió-Massegú , Francisco Palacios-Quiñonero, Josep M. Rossell and Hamid
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27

Hugo Hernandez-Barrios, Ivan F. Huergo,1 Carlos Arce-Leon and Carlos M. Patlan,
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Luis Augusto Lara-Valencia, Yosef Farbiarz-Farbiarz, and Yamile ValenciaGonz´alez, Design of a Tuned Mass Damper Inerter (TMDI) Based on an Exhaustive
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29

Jad I. Boksmati, Gopal S. Madabhushi, Indrasenan N. Thusyanthan, DYNAMIC
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Anita Orłowska, Adam Gałęzia, Andrzej Swiercz, Łukasz Jankowski, Mitigation ofvibrations in sandwich-type structures by a controllable constrained layer, August
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Ohad Idels and Oren Lavan, Optimization-based seismic design of steel momentresisting frames with nonlinear viscous dampers, November 2020, Structural Control
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Mariana M. Americano da Costa, Daniel A. Castello, Carlos Magluta, Ney Roitman,
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33

Gobirahavan Rajeswaran and Anil Wijeyewickrema, Peak Velocity of Viscous
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Fabio Mazza, Dissipative steel exoskeletons for the seismic control of reinforced
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Xingsi Xie, Longhe Xu, Zhongxian Li, Hysteretic model and experimental validationof a variable damping self-centering brace, Journal of Constructional Steel Research
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Panumas SAINGAM, Fatih SUTCU Yuki TERAZAWA, Oguz C. CELIK and Toru
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Osman Hansu and Esra Mete Güneyisi, Comparison of Novel Seismic Protection
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Jorge Conde and Alejandro Bernabeu, Influence of Maxwell Stiffness in Damage

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Ying Zhou, Lili Xing, Seismic performance evaluation of a viscous damper-outrigger
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T S D Phanindranath, K V G D Balaji, P Markandeya Raju, Enhancing Seismic
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Maziar Fahimi Farzam, Himan Hojat Jalali, Seyyed Ali Mousavi Gavgani, Aylin Ece
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Jinping Yang, Peizhen Li, Hang Jing, and Meng Gao, Near-Fault Ground Motion
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Arianna Pavia, Fabrizio Scozzese, Enrica Petrucci and Alessandro Zona, Seismic
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Xiaodong Jia, Yuhao Chenga, Carlos Molina Hutt, Seismic response of a tuned
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Saman Yaghmaei-Sabegh, Ebrahim Jafari-Koucheh, Mehdi Ebrahimi-Aghabagher,
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M B PATIL, U RAMAKRISHNA and S C MOHAN, Multi-objective optimisationof damper placement for improved seismic response in dynamically similar adjacentbuildings, Sådhanå (2020) 45:202
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Moradpour, S., Dehestani, M., Optimal DDBD procedure for designing steel
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Nabid, N., Hajirasouliha, I., Petkovski, M., Adaptive low computational cost
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Li, L., Zhaoa, X., Application of machine learning in optimized distribution ofdampers for structural vibration control, Earthquake and Structures
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Francisco Palacios-Quiñonero, Josep Rubió-Massegú, Josep M. Rossell and Hamid
Reza Karimi, Distributed Passive Actuation Schemes for Seismic Protection ofMultibuilding Systems, Appl. Sci. 2019, 10, 2383; doi:10.3390/app10072383.

6

Josep Rubió-Massegú , Francisco Palacios-Quiñonero, Josep M. Rossell and Hamid
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Passive Inter-Substructure Vibration Control, Appl. Sci. 2020, 10, 5859;

doi:10.3390/app10175859.
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Ohad Idels and Oren Lavan, Optimization-based seismic design of steel momentresisting frames with nonlinear viscous dampers, November 2020, Structural Control
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Nissan Mulay, Assaf Shmerling, Analytical approach for the design and optimal
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Cantian Yang, Linlin Xie, Aiqun Li, Junbo Jia, Demin Zeng, Ground motion
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Jad I. Boksmati, Gopal S. Madabhushi, Indrasenan N. Thusyanthan, DYNAMIC
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