1005-0159
2014 Issue 5
Application of Performance-based Seismic Design in Structural Design of an Ultra-high Office Building in Nanxu Zhengjiang
ZHU Beibao;Shanghai Chengxiang Architectural Design Institute Co.Ltd.;
ZHU Beibao;Shanghai Chengxiang Architectural Design Institute Co.Ltd.;
..............page:1-6
Structural Design of the Hejing No.2 Building in Mudu
ZHAO Jianzhong;WANG Gan;ZHOU Huixin;SUN Lei;Suzhou Industrial Park Design & Research Institute Co.Ltd.;
ZHAO Jianzhong;WANG Gan;ZHOU Huixin;SUN Lei;Suzhou Industrial Park Design & Research Institute Co.Ltd.;
..............page:7-12
Analysis of Current New Codes for Structural Design Based on Seismic Design of Reinforced Concrete Frame Structures
WU Chen;College of Civil Engineering;Fujian University of Technology;
WU Chen;College of Civil Engineering;Fujian University of Technology;
..............page:13-20
A Simplified Design Method for Uniformly-reinforced Rectangular Columns Subjected to Axial and Biaxial Bending Forces
MA Zefeng;LU Zhoudao;XU Jianli;CAI Zihong;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;Shanghai Institute of Architectural Design and Research;
MA Zefeng;LU Zhoudao;XU Jianli;CAI Zihong;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;Shanghai Institute of Architectural Design and Research;
..............page:21-28
Weakening Concept in Structural Optimization Design
LI Yunpeng;Shanghai Construction Design and Research Institute Co.Ltd.;
LI Yunpeng;Shanghai Construction Design and Research Institute Co.Ltd.;
..............page:29-34
Numerical Simulation of Bridge-and-heavy-vehicle Coupling Vibration for the Impact Factor Study
WANG Juan;QIAN Jiang;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
WANG Juan;QIAN Jiang;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:35-41
Comparative Study of Influential Factors for Temperature Distribution in a Composite Bridge Cross-section
ZHANG Kailong;MA Rujin;CHEN Ai’rong;Department of Bridge Engineering;Tongji University;
ZHANG Kailong;MA Rujin;CHEN Ai’rong;Department of Bridge Engineering;Tongji University;
..............page:42-48
Strut-and-tie Models for Two-pile Caps:Configuration and Parameter Selection
ZHANG Qifeng;LIU Zhao;WANG Jinquan;Architectural Design and Research Institute of Tongji University Co.Ltd.;College of Civil Engineering;Southeast University;
ZHANG Qifeng;LIU Zhao;WANG Jinquan;Architectural Design and Research Institute of Tongji University Co.Ltd.;College of Civil Engineering;Southeast University;
..............page:49-54
Finite Element Analysis on Moment-shear Compression Failure of Joints in Steel Coupling Beams Embedded in a RC Shear Wall
YU Qiong;CHEN Xiangrui;WEN Wen;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
YU Qiong;CHEN Xiangrui;WEN Wen;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:55-61
3D FEM Analysis on Metro Shield Tunnel Lining Structures
SUN Yuefeng;LU Liang;LIU Xian;WANG Xiuzhi;WANG Weipeng;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;The Technical Center of Shanghai Shentong Metro Group Co.Ltd.;
SUN Yuefeng;LU Liang;LIU Xian;WANG Xiuzhi;WANG Weipeng;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;The Technical Center of Shanghai Shentong Metro Group Co.Ltd.;
..............page:62-67
Temperature Field Distribution Characteristics of Half Cylinder Pneumatic Membrane Structure under Different Fire Scenarios
SHEN Yuekui;WANG Zhangping;PENG Chengbo;School of Civil Engineering;Xi’an University of Architecture and Technology;
SHEN Yuekui;WANG Zhangping;PENG Chengbo;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:68-75
Performance Study of a Cable-stayed Spatial Truss under Static Loads
WANG Xin;WANG Changlin;YAN Zhenguo;School of Civil Engineering;Huazhong University of Science and Technology Wuchang Branch;Hubei Huaxing;Architecture Co.Ltd.;Hubei Hongye;Architectural Design Co.Ltd.;
WANG Xin;WANG Changlin;YAN Zhenguo;School of Civil Engineering;Huazhong University of Science and Technology Wuchang Branch;Hubei Huaxing;Architecture Co.Ltd.;Hubei Hongye;Architectural Design Co.Ltd.;
..............page:76-80
Analysis on General Detailing Requirements and Failure Modes of RCS Composite Joints
MEN Jinjie;XIONG Liquan;GUAN Runrun;SHI Qingxuan;LI Huijuan;College of Civil Engineering;Xi’an University of Architecture and Technology;
MEN Jinjie;XIONG Liquan;GUAN Runrun;SHI Qingxuan;LI Huijuan;College of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:81-88
Convergence Study of the Elasto-plastic Torsional Effect in Asymmetric Buildings
YANG Jie;LU Xiuli;YU Zhongjun;Architectural Design and Research Institute of Tongji University Co.Ltd.;
YANG Jie;LU Xiuli;YU Zhongjun;Architectural Design and Research Institute of Tongji University Co.Ltd.;
..............page:89-95
Seismic Response Analysis of a Reinforeced Concrete Structure with Different Site Conditions
ZHU Wenjun;CHEN Qingjun;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
ZHU Wenjun;CHEN Qingjun;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
..............page:96-101
Analysis of Crack Development of Bottom Frame Masonry Structure under Rare Earthquake
LIU Yanshan;TONG Liping;Department of Civil Engineering;Zhengzhou University;No.6 Institute of Project Planning and Research of Machinery Industry Co.;Ltd.;
LIU Yanshan;TONG Liping;Department of Civil Engineering;Zhengzhou University;No.6 Institute of Project Planning and Research of Machinery Industry Co.;Ltd.;
..............page:102-109
Study on Seismic Performance Evaluation for Complicated Framed Shear Wall Tall Building Structure
CHEN Changmei;QIAN Jiang;CHEN Chengxi;Tianhua Architecture Planning and Engineering Co.;Ltd.;State Key Laboratory of Disaater Reduction in Civil Engineering;Tongji University;School of Highway;Changan Unirersity;
CHEN Changmei;QIAN Jiang;CHEN Chengxi;Tianhua Architecture Planning and Engineering Co.;Ltd.;State Key Laboratory of Disaater Reduction in Civil Engineering;Tongji University;School of Highway;Changan Unirersity;
..............page:110-116
Damping Scaling Factor with a Consideration of Influence of Moment Magnitude
WANG Guotao;HU Kexu;LEI Min;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
WANG Guotao;HU Kexu;LEI Min;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:117-123
Statistical Analysis of Wind-induced Vibration Response on a Four Circuit Tower Consisted of Steel Tubes and Steel Angles
ZHANG Xiaolei;JU Yanzhong;School of Power Transmission and Transformation Technlogy;Northeast Dianli University;School of Civil Enginearing and Architecture;Northeast Dianli University;
ZHANG Xiaolei;JU Yanzhong;School of Power Transmission and Transformation Technlogy;Northeast Dianli University;School of Civil Enginearing and Architecture;Northeast Dianli University;
..............page:124-129
Review on Countermeasures to Bridge Piers from Local Scour
LIANG Fayun;WANG Chen;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
LIANG Fayun;WANG Chen;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:130-138
Identification Mechanism and Experiment of Metal Magnetic Memory in Steel Structure Implicit Damage Testing
WANG Wei;FAN Hao;YANG Weisheng;LIU Jing;School of Civil Engineering;Xi’an University of Architecture and Technology;
WANG Wei;FAN Hao;YANG Weisheng;LIU Jing;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:139-145
Experimental Research on NSM CFRP Bar-to-wood Bond Behavior
ZHANG Fuwen;XU Qingfeng;LI Xiangmin;CHEN Jianfei;GONG Chuncheng;Shanghai Key Laboratory of New Technology Research on Engineering Structure;Shanghai Research Institute of Building Sciences;Co.;Ltd;Queen’s University Belfast;
ZHANG Fuwen;XU Qingfeng;LI Xiangmin;CHEN Jianfei;GONG Chuncheng;Shanghai Key Laboratory of New Technology Research on Engineering Structure;Shanghai Research Institute of Building Sciences;Co.;Ltd;Queen’s University Belfast;
..............page:146-153
Experimental Study on a New Bolt Connnection Used in Mutti-story Fabricated Steel Structure
ZHANG Qi;ZHANG Qilin;DING Juan;Department of Structural Engineering;Tongji University;
ZHANG Qi;ZHANG Qilin;DING Juan;Department of Structural Engineering;Tongji University;
..............page:154-159
Factors Affecting Skeleton Bending Curve with High-strength Stirrup Confined Concrete
JIANG Minghui;XU Cheng;YANG Yurong;Sichuan Engineering Technical College;
JIANG Minghui;XU Cheng;YANG Yurong;Sichuan Engineering Technical College;
..............page:160-164
Experimental Study on the Seismic Performance of Shear Walls under Varied Axial Compression Ratios
ZHANG Hongmei;ZENG Song;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
ZHANG Hongmei;ZENG Song;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
..............page:165-173
Analysis of the Flexural Properties on the Connection of Reinforced Pile and Pile Cap under the Horizontal Load
HE Wubin;CUI Xiangdong;GUO Zhaosheng;BAI Xiaohong;Department of Architecture and Civil Engineering;Taiyuan University of Technology;
HE Wubin;CUI Xiangdong;GUO Zhaosheng;BAI Xiaohong;Department of Architecture and Civil Engineering;Taiyuan University of Technology;
..............page:174-180
Compression-Bending Experiment on Element Joint of Immersed Tunnel
XIAO Wenhao;XU Guoping;YU Haitao;YUAN Yong;Department of Underground Structure and Engineering;Tongji University;CCCC Highway Consultants Co.;Ltd.;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;State Laboratory of Disaster Reduction of Civil Engineering;Tongji University;
XIAO Wenhao;XU Guoping;YU Haitao;YUAN Yong;Department of Underground Structure and Engineering;Tongji University;CCCC Highway Consultants Co.;Ltd.;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;State Laboratory of Disaster Reduction of Civil Engineering;Tongji University;
..............page:181-186
The Study of Freezethraw Durability,Carbonation Resistance and Ability to Resist Chloride Ion Penetration of Ultra-fine Active Silica Powder Concrete
LI Wenli;College of Civil Engineering;Xuchang University;
LI Wenli;College of Civil Engineering;Xuchang University;
..............page:187-191
Key Techniques of Main Cable Installation of Nanjing Xiaolongwan Self-Anchored Suspension Bridge
ZHUO Weiding;LIU Zhao;Nanjing Runhua Municipal Construction Co.;Ltd;College of Civil Engineering;Southeast University;
ZHUO Weiding;LIU Zhao;Nanjing Runhua Municipal Construction Co.;Ltd;College of Civil Engineering;Southeast University;
..............page:192-197
Analysis on Normal Section Bearing Capacity Beam Slab with Early Form Removal under Restricting the Plastic Development
LIU Fenghan;College of Cioil Engineering and Architecture;Nanjing Communications Institute of Technology;
LIU Fenghan;College of Cioil Engineering and Architecture;Nanjing Communications Institute of Technology;
..............page:198-202
Key Design and Construction Techniques for a T-beam Bridge Strengthened with Prestressed CFRP Plates
DOU Yongzhi;Liuzhou OVM Engineering Co.;Ltd.;
DOU Yongzhi;Liuzhou OVM Engineering Co.;Ltd.;
..............page:203-209
Application Research of CFRP in Civil Engineering
JI Yuanyuan;HAN Qinghua;LU Yan;LIU Xiliang;Shcool of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Ministry of Education;
JI Yuanyuan;HAN Qinghua;LU Yan;LIU Xiliang;Shcool of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Ministry of Education;
..............page:210-219
..............page:220
..............page:222