Parametric Design of an Exhibition Hall Structure by Using Grasshopper
HUANG Zhuoju;DING Jiemin;MAO Mingchao;Department of Structural Engineering;Tongji University;Tongji Architectural Design Co.;

..............page:1-4

Prestress Design for Concrete Pylon Anchorage Zone Based on the Strut-and-tie Models
MENG Jie;WU Houwei;ZHENG Hehui;T.Y.Lin.International Engineering Consulting Co.;Ltd;Key Lab of Large-span Bridge Construction Technology;Ministry of Communication;

..............page:5-9

Comparative Study of Equivalent Damping Ratio Calculation Methods for a Structure with Viscous Dampers
HE Wenfu;CHEN Chengyuan;LIU Yang;LIU Wenguang;Department of Civil Engineering;Shanghai University;Shanghai Baoye Group Co.;Ltd.;

..............page:10-16

Elastic Analysis and Design Recommendation for Glued-in Rod of Timber Structures
TANG Ju;YANG Huifeng;China Railway Urban Planning & Design Institute Co.;Ltd.;School of Civil Engineering;Nanjing University of Technology;

..............page:17-20

Structural Design of a Super Tall Building in Shanghai
ZHOU Zangao;Shanghai Xinhua Architectural Design Co.;Ltd.;

..............page:21-26

Design Method for a Shear Stud Embedment
LU Jiasen;Shanghai Urban Construction Design and Research Institute;

..............page:27-30

Numerical Simulation of Temperature Distribution of Timber Members in Fire
CHEN Lingzhu;Shanghai Key Laboratory of Engineering Structure Safety;SRIBS;

..............page:31-37

Mechanical Property Analysis of the Kiewitt Main-sub Mega-structure
LI Feng;ZHOU Jingfei;LI Fashan;School of Civil Engineering;Xi’an University of Architecture and Technology;Lin Yi Planning Architecture Design and Research Institute Co.;Ltd.;

..............page:38-44

Bearing Capacity and Deformation Analysis on Composite Concrete and Double-steel-plate Shear Walls with Binding Bars
CHENG Chunlan;ZHOU Deyuan;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;

..............page:45-51

Limit Analyses of Rectangular RC Beams under Torsion and Bending in Two Directions
CHEN Xi;Shanghai Key Laboratory of Engineering Structure Safety;Shanghai Research Institute of Building Sciences;

..............page:52-57

Analysis of Joints in Steel Coupling Beam Embedded in a RC Shear Wall by Using ABAQUS
YU Qiong;YOU Gaoshuai;WU Ming;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;

..............page:58-65

Stress State Analysis with Vertical Loads of Tong Tian Hall’s Support in the Tai Hao Mausoleum
TONG Liping;ZHANG Min;School of Civil Engineering;Zhengzhou University;

..............page:66-71

Stability Analysis of Shear Walls Based on the Thin Plate Buckling Theory
HU Weifa;China Shipbuilding NDRI Engineering Co.;Ltd;

..............page:72-76

Hydrodynamic Effect on Seismic Responses of a Multi-span Cable-stayed Bridge in Deep Water
LIN Zeng;ZHANG Yong;YUAN Wancheng;YOU Kehua;DANG Xinzhi;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Nanchang Municipal Public Investment Holding Co.;Ltd.;

..............page:77-84

Effect of Abutment Modeling on the Seismic Response of Continuous Bridges
SONG Fei;LI Jianzhong;Department of Bridge Engineering;Tongji University;

..............page:85-91

A Study on Wind Field Characteristics Around a Large Span Spatial Structure Based on Measured Data
ZHOU Feng;CUI Ligang;LIU Kai;Civil and Architectural Engineering School;Nanchang Institute of Technology;

..............page:92-97

Structural Seismic Response of an Atrium Metro Station under Strong Earthquake
OU Feiqi;YU Haitao;YUAN Yong;Department of Underground Structure and Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Civil Engineering;Shanghai Jiaotong University;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;

..............page:98-104

Study on the Realization of the Strong-column-weak-beam Yielding Mechanism in Multilayer Frame structures
ZHANG Li;Shanghai United Architecture Design Co.Ltd;

..............page:105-111

Influence of Central Buckle on Seismic Response of Long-span Suspension Bridges
YU Deen;LI Jianzhong;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;

..............page:112-118

Testing and Design Research of Vibration of an Industrial Factory Building
ZHAO Han;LIU Wenguang;ZHONG Sheng;HE Wenfu;Shanghai University;Department of Civil Engineering;Shanghai Baoye Group Co.;Ltd.;

..............page:119-126

Experimental Study on the Ductile Performance of Loads Parallel to Grain in Single-bolted Connections of Glued-laminated Timber
XIONG Haibei;LIU Hongwei;LIU Yingyang;FU Hao;GE Peng;Research Institute of Structural Engineering & Disaster Reduction;Tongji University;

..............page:127-132

Experimental Study on the Flexural Behavior of Concrete Beams with CFRP Confined Compression Zone
DAI Guangxiao;HUANG Liang;Department of Civil Engineering;Hunan University;Changsha Shimao Real Estate Co.;Ltd.;

..............page:133-138

Experimental Study on the Ultimate Flexural Capacity of Reinforced Concrete Beams with BFRP
CHENG Haigen;SHANG Jingmiao;LU Dingkun;Department of Bridge Engineering;East China Jiao Tong University;

..............page:139-146

Experimental Study on Initial Geometrical Imperfection of U-rib Stiffened Plates
ZHAO Qiu;ZHAI Zhansheng;GUO Zhiyong;School of Civil Engineering;Fuzhou University;

..............page:147-153

Research on the Experimental Methods of Whole-scale Whole-ring Shield-driven Tunnel Lining
LU Liang;HE Yanqing;BI Xiangli;WANG Xiuzhi;SUN Yuefeng;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;Shanghai Shentong Metro Group Co.;Ltd.;

..............page:154-162

Experimental Technical on Uniaxial Tensile Behavior of Concrete Under Dynamic Loading
ZHOU Laijun;REN Xiaodan;LI Jie;Department of Structural Engineering;Tongji University;The Key Laboratory on Disaster Reduction in Civil Engineering;Tongji University;

..............page:163-168

Concrete Long-term Shrinkage and Creep Effect Analysis of a Super High-rise Frame Core Tube Structure
ZHANG Wenhua;HUANG Zhonghai;LIU Fujun;LI Shengyong;RBS Architecture Engineer Design Associate;RBS Partners S&T Co.;Ltd.;

..............page:169-175

A Review of Methods to Improve Seismic Performance of Coupling Beams with Small Span-to-depth Ratio
XIANG Yuanhui;JIANG Huanjun;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;

..............page:176-185

jie gou gong cheng shi 201 nian du zheng ding dan ( quan nian 6 qi )

..............page:186

jiao he mu jie gou dan luo shuan shun wen lian jie dan diao jia zai shi yan jian jie
ben qi zuo zhe ;

..............page:188