3rd Joint Workshop on
B ildi /Ci il Engineering
Building/Civil
E ii
between Tongji & Tokyo Tech

Aug. 2nd-4th, 2016
at Tokyo Tech Suzukakedai Campus
Host Laboratory for Materials & Structures

August 2nd
9:00～9:30
9:30～10:00

Registration @J2 building 20F
Opening remarks (Toru Takeuchi / Yiyi Chen) @J2 building 20F

10:00～11:00
1000 11 00 Keynote
Kt fromfTTongji
ji (Chair:(Ch i YiyiYi i Chen)
Ch ) @J2 bbuildingildi20F
Structural Health Monitoring of Long-Span Bridges in China / Limin Sun
11:00～12:00 Keynote from Tokyo Tech (Chair: Satoshi Yamada) @J2 building 20F
High Performance Computing of Wind Impact on Buildings in City / Tetsuro Tamura
12:00～13:30 Lunch
13:30～15:10 Session 1 (Co-chairs: Limin Sun and Hisato Hotta) @J2 building 20F
Ultimate Drift Capacity of RC Shear Walls / Chanipa Netrattana
Fatigue Failure of Steel Reinforced Concrete (SRC) Beams without Stud Shear Connectors/ Shun Xiao
Shaking Table Test on One Third Scaled Model of Wooden Horizontal Hybrid Structure / Di Wu
PDEM-based Seismic Response Analysis and Reliability Evaluation of Nonlinear Structures / Junyi Yang
Studies on Maximum Displacement Response of Low Rise Three-Dimensional Reinforced-Concrete Frames
Subject to Bidirectional Seismic Lateral Inputs / Kaho Ishida
15:10～15:30 Coffee break @J2 building 20F
15:30～17:10 Session 2 (Co-chairs: Jun Chen and Shuji Tamura) @J2 building 20F
Evaluation Methods of No-Shoes-Floor Deformation Properties Considering Comfortableness of Human
A ti iti / Shintaro
Activities
Shi t
F k dFukuda
Effect of Additional Diaphragms on the Wind-Resistant Performance of Power Transmission Tower/ Yunzhu Cai
The Numerical Simulation of Extreme Local Gust in A Severe Strom Process / Tao Tao
Power Spectrum Model for Individual Jumping Load / Jiecheng Xiong
Seismic Earth Pressure of Cohesive Soil Based on Centrifuge Tests / Daisuke Odaka
18:00～20:00 Welcome party (Chair: Satoshi Yamada) @J2 building 20F

August 3rd
10:00～11:40 Session 3 (Co-chairs: Limin Sun and Daiki Sato) @J2 building 20F
Optimization Analysis of Ordinary Outrigger Trusses and Outrigger Trusses with Buckling Restrained Braces/ Lili Xingg
Dynamic Responses Evaluation of Damped-Outrigger Systems with Various Heights / Huang Bin
Analysis on Seismic Behavior of Special Perforated Buckling-Restrained Steel Plate Shear Wall/ Meng Wang
Vibration Control of High-Rise Building Using Passive-Base Isolation and Active Control / Kou Miyamoto
Seismic Evaluation and Retrofit of 1100-kV UHV Porcelain Transformer Bushings / Chang HeGroup photo
11:40～13:30 Lunch
13:30～15:10 Session 4 (Co-chairs: Jun Chen and Daiki Sato) @J2 building 20F
Shaking Table Testing of A Steel Frame with the TL-PD / Jianze Wang
Local Buckling Strength of Uniformly Compressed Octagonal Section Member / Tomoki KobashiThe Generalized-Ductile-Demand Analysis during Structural Progressive Collapse / Zhiyang Xie
Low-Cycle Fatigue Test on The Welded Flange-Bolted Web Connections / Dongseok Lee
Tuned-Inerter-Dampers for Cable Networks / Dongxiao Hong
15:30～15:50 Best presentation award (Toru Takeuchi) @J2 building 20F
15 50 16 10 Closing remarks
15:50～16:10
ema ks (Yiyi(Yi i Chen / To
Toru TakeTakeuchi)chi) @J2 bbuilding
ilding 20F
17:00～

Banquet for professors

August 4th
10:00～
13:30～

Tour (AM) Suzukakedai campus (Guides: Satoshi Yamada / Kazuhiro Matsuda)
Lunch
Tour (PM) O-okayama campus (Guides: Toru Takeuchi / Ryota Matsui)

To Chuo-rinkan
Suzukakedai
stationTo Shibuyay
J2, J3 building(20F)

Fixed-base RC
buttress and added
shear walls

G1 Building

Twin Seismic Isolated
Buildings with 88
Stepping Bearing

Pin-supported walls

Added shear walls

G3 Building

RC buttress andadded
dd d shear
hwallsllPin-supported walls

R2 Building

Added frames

Pin-supported walls

R1 Building

Spine framewith BRBMCES Research Center

J2, J3 Building

R3 Building

Retrofit (Pin-supported Walls)G2 Building

R1 Building 1977
Retrofit (Pin-supported Walls)

G3 Building 1979

Spine Frame with BRB

Retrofit (Pin-supported Walls)

R2 Building 1976

Suzukake Hall 2002

Retrofit (Added Frames)

R3 Building 1978

MCES Research Center 2015

To Shibuya

Suzukakedai
stationRetrofit (RC Buttress andAdded Shear Walls)

G2 Building 1978

Retrofit (Fixed-base RC Buttress andAdded Shear Walls)

G1 Building 1977

Twin
Ti Seismic
S i i Isolated
I l t d SteelSt l Buildings
B ildiwith 8-Stepping Bearing System

J2, J3 Building 2004(J2), 2012(J3)

To Chuo-rinkan

Seismic Design : Professors Midorikawa, Kasai, Motoyui, Takeuchi, Sakata, Yamanaka, Yamada and Professor Emeritus Wada

Seismic design of buildings in the Suzukakedai Campusof Tokyo Institute of Technology