1000-6869
2016 Issue 9
Seismic damage analysis of a benchmark model for mega-tall buildings
LU Xilin;JIANG Chun;JIANG Huanjun;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
LU Xilin;JIANG Chun;JIANG Huanjun;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:1-7
Comparison study on seismic collapse of concrete structures with different constitutive models
ZHOU Hao;LI Jie;School of Civil Engineering;Tongji University;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
ZHOU Hao;LI Jie;School of Civil Engineering;Tongji University;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
..............page:8-18
Seismic vulnerability analysis of super high-rise hybrid structures based on incremental dynamic analysis
ZHANG Lingxin;XU Ziyang;LIU Jieping;ZHANG Mingyuan;Institute of Engineering Mechanics;China Earthquake Administration;Key Laboratory of Earthquake Engineering and Engineering Vibration;China Earthquake Administration;Architectural Design and Research Institute of Guangdong Province;
ZHANG Lingxin;XU Ziyang;LIU Jieping;ZHANG Mingyuan;Institute of Engineering Mechanics;China Earthquake Administration;Key Laboratory of Earthquake Engineering and Engineering Vibration;China Earthquake Administration;Architectural Design and Research Institute of Guangdong Province;
..............page:19-25
Modified seismic fragility analysis of reinforced concrete frame structures in consideration of collapse probability
L Dagang;JIN Guoqing;YU Xiaohui;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;School of Civil Engineering;Harbin Institute of Technology;
L Dagang;JIN Guoqing;YU Xiaohui;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;School of Civil Engineering;Harbin Institute of Technology;
..............page:26-32
Comparison on seismic response between structures using buckling restrained braces and viscous dampers
SHEN Shaodong;LI Gang;PAN Peng;Department of Civil Engineering;Tsinghua University;School of Civil Engineering;Dalian University of Technology;Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education;Tsinghua University;
SHEN Shaodong;LI Gang;PAN Peng;Department of Civil Engineering;Tsinghua University;School of Civil Engineering;Dalian University of Technology;Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education;Tsinghua University;
..............page:33-42
An approximate method of multi-mode Pushover analysis based on energy balance for plan-asymmetric structures
WANG Mengchen;LI Gang;ZENG Yan;JIANG Yi;State Key Laboratory for Structural Analysis of Industrial Equipment;Dalian University of Technology;CCCC Third Harbor Consultants Co.;Ltd;
WANG Mengchen;LI Gang;ZENG Yan;JIANG Yi;State Key Laboratory for Structural Analysis of Industrial Equipment;Dalian University of Technology;CCCC Third Harbor Consultants Co.;Ltd;
..............page:43-52
Fragility-based assessment of seismic performance margin for RC frame structures
YU Xiaohui;L Dagang;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;School of Civil Engineering;Harbin Institute of Technology;
YU Xiaohui;L Dagang;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;School of Civil Engineering;Harbin Institute of Technology;
..............page:53-60
Nonlinear fiber beam element analysis based on force analogy method
LI Gang;YU Dinghao;LI Hongnan;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Shenyang Jianzhu University;
LI Gang;YU Dinghao;LI Hongnan;State Key Laboratory of Coastal and Offshore Engineering;Dalian University of Technology;Shenyang Jianzhu University;
..............page:61-68
Refined simulation analysis platform of structures-based flexure-shear fiber element model
LI Zhongxian;GAO Ying;LI Ning;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;
LI Zhongxian;GAO Ying;LI Ning;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;
..............page:69-77
Database of reinforced concrete specimens under dynamic loading
LI Hongnan;ZHANG Yu;LIU Yuewei;LI Gang;HUO Linsheng;State Key Laboratory of Costal and Offshore Engineering;Dalian University of Technology;College of Civil Engineering;Shenyang Jianzhu University;College of Ocean and Civil Engineering;Dalian Ocean University;Dalian Architectural Design & Research Institute Co.;Ltd;
LI Hongnan;ZHANG Yu;LIU Yuewei;LI Gang;HUO Linsheng;State Key Laboratory of Costal and Offshore Engineering;Dalian University of Technology;College of Civil Engineering;Shenyang Jianzhu University;College of Ocean and Civil Engineering;Dalian Ocean University;Dalian Architectural Design & Research Institute Co.;Ltd;
..............page:78-84
Analysis on a ground motion intensity measure of single-layer reticulated domes based on three-dimentional sensitive frequencies
DING Yang;TIAN Xingye;ZONG Liang;School of Civil Engineering;Tianjin University;Key Laboratory of Coastal Civil Engineering Structure and Safety of China Ministry of Education;Tianjin University;
DING Yang;TIAN Xingye;ZONG Liang;School of Civil Engineering;Tianjin University;Key Laboratory of Coastal Civil Engineering Structure and Safety of China Ministry of Education;Tianjin University;
..............page:85-90
Research on complexity effect of super-large span reticulated dome under severe earthquakes
ZHI Xudong;FAN Feng;QIAO Da;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;School of Civil Engineering;Harbin Institute of Technology;
ZHI Xudong;FAN Feng;QIAO Da;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;School of Civil Engineering;Harbin Institute of Technology;
..............page:91-98
Substructure hybrid simulation testing method considering overturning moment
CHEN Zaixian;KONG Wenjiang;WANG Huanding;Department of Civil Engineering;Harbin Institute of Technology at Weihai;School of Civil Engineering;Harbin Institute of Technology;
CHEN Zaixian;KONG Wenjiang;WANG Huanding;Department of Civil Engineering;Harbin Institute of Technology at Weihai;School of Civil Engineering;Harbin Institute of Technology;
..............page:99-107
Experimental study on seismic behavior of high-strength concrete filled steel tube composite shear walls under high axial compression ratio
ZHAO Zuozhou;HE Xiaogang;YANG Guang;YE Lieping;Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education;Tsinghua University;Beijing Engineering Research Center of Steel and Concrete Composite Structures;Tsinghua University;Architectural Design and Research Institute;Tsinghua University;Beijing Institute of Architectural Design Co.;Ltd;
ZHAO Zuozhou;HE Xiaogang;YANG Guang;YE Lieping;Key Laboratory of Civil Engineering Safety and Durability of China Ministry of Education;Tsinghua University;Beijing Engineering Research Center of Steel and Concrete Composite Structures;Tsinghua University;Architectural Design and Research Institute;Tsinghua University;Beijing Institute of Architectural Design Co.;Ltd;
..............page:108-116
Mechanical performance of steel plate shear wall with diamond openings
TAN Ping;LIN Yuhui;ZHOU Fulin;Cultivation Base for State Key Laboratory for Seismic Control and Structural Safety;Guangzhou University;
TAN Ping;LIN Yuhui;ZHOU Fulin;Cultivation Base for State Key Laboratory for Seismic Control and Structural Safety;Guangzhou University;
..............page:117-125
Bearing capacity calculation method for special-shaped CFST columns coupled with multiple cavities under axial compression
WU Haipeng;CAO Wanlin;DONG Hongying;ZHANG Jianwei;College of Architecture and Civil Engineering;Beijing University of Technology;
WU Haipeng;CAO Wanlin;DONG Hongying;ZHANG Jianwei;College of Architecture and Civil Engineering;Beijing University of Technology;
..............page:126-133
Model test on seismic response of superstructure and pile group
LIANG Fayun;CHEN Haibing;HUANG Maosong;SUN Limin;Key Laboratory of Geotechnical and Underground Engineering of China Ministry of Education;Tongji University;Department of Bridge Engineering;Tongji University;
LIANG Fayun;CHEN Haibing;HUANG Maosong;SUN Limin;Key Laboratory of Geotechnical and Underground Engineering of China Ministry of Education;Tongji University;Department of Bridge Engineering;Tongji University;
..............page:134-141
Mechanical behavior analysis and experimental study on pre-pressed spring self-centering energy dissipation brace
XU Longhe;FAN Xiaowei;DAI Changshun;LI Zhongxian;School of Civil Engineering;Beijing Jiaotong University;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;
XU Longhe;FAN Xiaowei;DAI Changshun;LI Zhongxian;School of Civil Engineering;Beijing Jiaotong University;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;
..............page:142-148
Study on constitutive model of shape memory alloy pseudo-rubber based on layer decomposition
LI Suchao;GUO Anxin;WANG Wentao;MAO Chenxi;LI Hui;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;Institute of Engineering Mechanics;China Earthquake Administration;
LI Suchao;GUO Anxin;WANG Wentao;MAO Chenxi;LI Hui;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;Institute of Engineering Mechanics;China Earthquake Administration;
..............page:149-157
..............page:157