## 5 Finite Element Code
### Basic Characteristics of Finite Element Code
Build. Eng._**2017**, _10_, 166-182. [CrossRef]
* (153) [PERSON]; [PERSON] Simple Homogenization-Topology Optimization Approach for the Pushover Analysis of Masonry Walls. _Int. J. Archit. Herit._**2018**, _12_, 395-408. [CrossRef]
* (154) [PERSON]; [PERSON]; [PERSON] [PERSON]; [PERSON]; [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON] Numerical investigation of non-linear equivalent-frame models for regular masonry walls. _Eng. Struct._**2018**, _173_, 512-529. [CrossRef]
* (155) [PERSON]; [PERSON]; [PERSON] [PERSON]; [PERSON]; [PERSON] Evaluation of different computational modelling strategies for the analysis of low strength masonry structures. _Eng. Struct._**2014**, _73_, 160-169. [CrossRef]
* (156) [PERSON]; [PERSON]; [PERSON] Multi-Scale Analysis of In-plane Behaviour of Tuff Masonry. _Open Contr. Build. Technol. J._**2016**, _10_, 312-328. [CrossRef]
* (157) [PERSON] The In-Plane Failure of Brickwork. Ph.D. Thesis, University of Edinburgh, Edinburgh, UK, 1980. * (158) [PERSON] Analysis of Anisotropic Nonlinear Masonry. Ph.D. Thesis, National Technical Univ. of Athens, Athens, Greece, 2000. * (159) [PERSON] Finite element micro-modeling of infilled frames. _Electron. J. Struct. Eng._**2008**, \(8\), 1-11. * (160) [PERSON]; [PERSON] Behavior of concrete under biaxial stress. _J. Eng. Mech. Div. ASCE_**1973**, _99_, 853-866. * (161) [PERSON]; [PERSON]; [PERSON] Behavior of concrete under biaxial stresses. _J. Am. Conc. Inst._**1969**, _66_. * (162) [PERSON]; [PERSON]; [PERSON] Parametric analysis of reinforced concrete columns under axial and shear loading using the finite element method. _ACI Struct. J._**1989**, _86_, 4. * (163) [PERSON]; [PERSON] Advanced composites for strengthening historic structures. In Proceedings of the IABSE Symposium, Structural Preservation of the Architectural Heritage, Rome, Italy,, 13-17 September 1993; Volume 70, pp. 541-548. * (164) [PERSON]; [PERSON] A finite-element model for the nonlinear-analysis of reinforced nad prestressed masonry walls. _Comput. Struct._**1994**, _53_, 1291-1306. [CrossRef]
* (165) [PERSON]; [PERSON]; [PERSON]; [PERSON] Analyses of a two-story unreinforced masonry building. _J. Struct. Eng._**2006**, _132_, 653-662. [CrossRef]
* (166) [PERSON]; [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON]; [PERSON] Seismic evaluation and innovative retrofit of a historical building in Tunisia. _Struct. Control Health Monit._**2006**, _12_, 179-195. [CrossRef]
* (167) [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON] [PERSON]; [PERSON]; [PERSON] Seismic vulnerability assessment of a historical building in Tunisia. _Smart Struct. Syst._**2008**, \(4\), 209-220. [CrossRef]
* (168) [PERSON] [PERSON]; [PERSON], [PERSON]; [PERSON]; [PERSON]; [PERSON] [PERSON] Use of copper shape memory alloys in retrofitting historical monuments. _Smart Struct. Syst._**2008**, \(4\), 247-259. [CrossRef]
* (169) [PERSON] [PERSON]; [PERSON]; [PERSON]; [PERSON] Soil-foundation-structure interaction and vulnerability assessment of the Neoclassical School in Rhodes. Greece. _Bull. Earth. Eng._**2015**, _13_, 411-428. [CrossRef]
* (170) [PERSON]; [PERSON]; [PERSON]; [PERSON] Investigation of structural safety of existing masonry healthcare facilities in Turkey. _J. Vib. Control_**2012**, _18_, 867-877. [CrossRef]
* (171) [PERSON] A simple heuristic algorithm to determine the set of closed surfaces of the cubic tensor polynomial. _Open Appl. Math. J._**2010**, \(4\), 1-5. [CrossRef]
* (172) [PERSON] Unified Yield Surface for the Nonlinear Analysis of Brittle Anisotropic Materials. _Nonlinear Sci. Lett. A_**2013**, \(4\), 46-56. * (173) [PERSON]; [PERSON]; [PERSON] The failure of brick masonry under biaxial stresses. _Instn. Circ. Eng._**1985**, _79_, 295-313. [CrossRef]
* (174) [PERSON] _Non-Local Plasticity Softening Model for Brittle Materials/Experimental Evidence/Analytical Modelling/Preliminary Results_; Lab. of Reinforced Concrete, National Technical University of Athens: Athens, Greece, 1991. * (175) [PERSON] Failure criteria for masonry panels under in-planeloading. _J. Struct.