1005-0159
2015 Issue 1
Parameter Comparison Between Chinese and European Codes for Multistory Concrete Structures
CHENG Hao;Tongji Architectural Design Co.;Ltd.;
CHENG Hao;Tongji Architectural Design Co.;Ltd.;
..............page:1-7
Selection and Analysis on Structural Types for Underground Substations
GAO Dongqi;CAO Linfang;XU Yizhi;JIANG Bo;LIU Shaobin;Department of Geotechnical Engineering;Tongji University;Shanghai Eclectic Power Design Institute Co.;Ltd;
GAO Dongqi;CAO Linfang;XU Yizhi;JIANG Bo;LIU Shaobin;Department of Geotechnical Engineering;Tongji University;Shanghai Eclectic Power Design Institute Co.;Ltd;
..............page:8-13
Study of Damage Plasticity Model for Confined Concrete
GE Kang;CHEN Shiming;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
GE Kang;CHEN Shiming;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:14-20
The CMAF Parameter Analysis for the Traditional Frame and the Frame with Local Gaps in Slabs
ZHANG Min;ZHU Hongfeng;School of Civil Engineering;Guangxi University of Technology;
ZHANG Min;ZHU Hongfeng;School of Civil Engineering;Guangxi University of Technology;
..............page:21-27
Numerical Analysis of the Ultimate Bearing Capacity of Cast Steel Support Joints With Localized Strengthened Components
ZENG Ke;QU Yuhu;School of Civil Engineering;Xi’an University of Architecture and Technology;Modern Architectural Design and Research Institute of Shanxi Province;
ZENG Ke;QU Yuhu;School of Civil Engineering;Xi’an University of Architecture and Technology;Modern Architectural Design and Research Institute of Shanxi Province;
..............page:28-33
Equivalent Height Value of Anchorage Zone Wall Cable-stayed Bridges
HE Guodong;SHI Xuefei;RUAN Xin;Department of Bridge Engineering;Tongji University;
HE Guodong;SHI Xuefei;RUAN Xin;Department of Bridge Engineering;Tongji University;
..............page:34-40
Concrete Shrinkage Stresses Analysis of Precast Composite Girder Segments
ZENG Minggen;CHEN Wenchao;SU Qingtian;The Architectural Design and Research Institute of Tongji University;Department of Bridge Engineering;Tongji University;
ZENG Minggen;CHEN Wenchao;SU Qingtian;The Architectural Design and Research Institute of Tongji University;Department of Bridge Engineering;Tongji University;
..............page:41-48
Study on Reinforced Concrete Beam-wall Joints
LI Zhilong;CHENG Caiyuan;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
LI Zhilong;CHENG Caiyuan;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:49-55
Fracture Simulation of Concrete-epoxy Bonding Interface
LU Zhoudao;YAO Xiaolu;ZHANG Yuanmiao;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
LU Zhoudao;YAO Xiaolu;ZHANG Yuanmiao;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:56-61
Dispersion Analysis of the Extreme Traffic Load Extrapolation and its Causes
YAN Bochong;Shanghai Donghua Local Railway Development Co.;Ltd.;
YAN Bochong;Shanghai Donghua Local Railway Development Co.;Ltd.;
..............page:62-70
Discussion and Analysis on a Few Specifications in “Codes for Seismic Design of Buildings” in Shanghai Area
MAO Jie;Shanghai Chengxiang Architectural Design Institute Co.;Ltd.;
MAO Jie;Shanghai Chengxiang Architectural Design Institute Co.;Ltd.;
..............page:71-74
Influence of Cast-in-place Staircases on Seismic Behaviors of Complex-planar Reinforced Frames
LIU Jiahuan;CHAO Si;Department of Structural Engineering;Tongji University;Tongji Architectual Design Co.;Ltd.;
LIU Jiahuan;CHAO Si;Department of Structural Engineering;Tongji University;Tongji Architectual Design Co.;Ltd.;
..............page:75-81
Analysis on the Anti-seismic Strengthening of Suspended Cable Tray Structure in Telecommunications Room
ZHU Peng;HAO Hao;LIU Yangming;QU Wenjun;Department of Strutural Engineering;Tongji University;
ZHU Peng;HAO Hao;LIU Yangming;QU Wenjun;Department of Strutural Engineering;Tongji University;
..............page:82-91
Numerical Simulation on Wind Load Characteristics and Wind Environment for Mianzhu Stadium
GONG Minfeng;YANG Lulei;ZHU Xunyan;Suzhou Industrial Park Design and Research Institute Co.;Ltd.;
GONG Minfeng;YANG Lulei;ZHU Xunyan;Suzhou Industrial Park Design and Research Institute Co.;Ltd.;
..............page:92-98
Calculation of Pile-group Foundation Settlement Considering Superstructure and Substructure Interaction by Using SAP2000
TIAN Kun;ZHU Jiejiang;China Haisum Co.Ltd;Department of Civil Engineering;Shanghai University;
TIAN Kun;ZHU Jiejiang;China Haisum Co.Ltd;Department of Civil Engineering;Shanghai University;
..............page:99-104
Technical and Economic Analyses in Pile Foundation Selection for the Ultra High-rise Building in the Tongguan Plaza
WU Shuigen;SHANGGUAN Jihong;Department of Building Engineering;Tongji University;
WU Shuigen;SHANGGUAN Jihong;Department of Building Engineering;Tongji University;
..............page:105-111
Finite Element Analysis and Experimerimental Research of Pullout Bearing Capacity of Cast-in Channels using ABAQUS
FU Pei;XU Di;LIU Zuhua;Research Institute of Structural Engineering and Disaster Reduction of Tongji University;Zhongzi Huake Traffic Construction Technology Co;Ltd;
FU Pei;XU Di;LIU Zuhua;Research Institute of Structural Engineering and Disaster Reduction of Tongji University;Zhongzi Huake Traffic Construction Technology Co;Ltd;
..............page:112-117
Study on the Static Aerodynamic Coefficients of Truss Girder Bridges
MAO Wenhao;ZHOU Zhiyong;State Key Lab for Disaster Reduction in Civil Engineering;Key Laboratory of Ministry of Communications for Bridge Structure Wind resistance;Tongji University;
MAO Wenhao;ZHOU Zhiyong;State Key Lab for Disaster Reduction in Civil Engineering;Key Laboratory of Ministry of Communications for Bridge Structure Wind resistance;Tongji University;
..............page:118-126
Test Study on Tensile and Shear Behavior of Cast-in Channels
ZHANG Shizhuo;ZHOU Deyuan;FU Zongchao;LI Yongchao;Institute of Structural Engineering and Disaster Reduction;Tongji University;
ZHANG Shizhuo;ZHOU Deyuan;FU Zongchao;LI Yongchao;Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:127-131
Experimental Study on Wedge Splitting of Roller-compacted Recycled Concrete with Different Mixing Amounts of Coarse Aggregate
ZHAO Chao;College of Civil Engineering;Xuchang University;
ZHAO Chao;College of Civil Engineering;Xuchang University;
..............page:132-136
Design Optimization and Scaled Model Tests of the Three Sides Billboard Lattice Column Basal on Lateral Stiffness
LI Ruige;YANG Guoli;ZHANG Heng;JIANG Yupeng;ZHANG Yu;WANG Zichuan;School of Civil Engineenig & Architecture;Taizhou University;
LI Ruige;YANG Guoli;ZHANG Heng;JIANG Yupeng;ZHANG Yu;WANG Zichuan;School of Civil Engineenig & Architecture;Taizhou University;
..............page:137-141
Experimental Research on Rift Grain Compression Property of Glulam Members and Reinforced Property of Nailed Connections
WANG Qian;ZHOU Xianyan;LIU Zeya;Central South University of Forestry and Technology;
WANG Qian;ZHOU Xianyan;LIU Zeya;Central South University of Forestry and Technology;
..............page:142-146
Experimental Study on Timber Post and Beam Frame-brace Structure Systems under Lateral Cyclic Loading
XIONG Haibei;LI Bingyang;LIU Yingyang;YAO Ya;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
XIONG Haibei;LI Bingyang;LIU Yingyang;YAO Ya;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:147-154
Experimental Study of Repairing Concrete Cracks with Different Materials
XU Guangshu;ZHANG Yuanmiao;College of Civil Engineering;Southeast University;Department of Architecture;Nantong Vocational College;Research Institute of Stnutural Engineering and Disaster Reduetion;Tongji University;
XU Guangshu;ZHANG Yuanmiao;College of Civil Engineering;Southeast University;Department of Architecture;Nantong Vocational College;Research Institute of Stnutural Engineering and Disaster Reduetion;Tongji University;
..............page:155-161
Research on a High-speed Damper Testing System and the Test Precision Control
LU Liang;JIANG Le;WENG Dagen;CAO Wenqing;ZHU Xiaobing;ZHI Xiaoyang;CHEN Liang;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;Shanghai Tongji Construction Quality Inspection Station;Wuxi Haihang Electro-hydraulic Servo System Co.Ltd.;
LU Liang;JIANG Le;WENG Dagen;CAO Wenqing;ZHU Xiaobing;ZHI Xiaoyang;CHEN Liang;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;Shanghai Tongji Construction Quality Inspection Station;Wuxi Haihang Electro-hydraulic Servo System Co.Ltd.;
..............page:162-167
Analysis of Key Technology in Expressway Bridge Widening
HE Yubao;CAO Jing;XIE Bin;Tianjin Municipal Engineering Design Institute;
HE Yubao;CAO Jing;XIE Bin;Tianjin Municipal Engineering Design Institute;
..............page:168-173
Elastic-plastic Time History analysis of Ancient Timber Structure Strengthened with CFRP
ZHANG Fengliang;ZHU Wuwei;XUE Jianyang;LU Jianyong;TIAN Penggang;BI Hong;BIAN Zhaowei;Shanxi Institute of Architecture Science;College of Civil Engineering;Xi’an University of Architecture and Technology;
ZHANG Fengliang;ZHU Wuwei;XUE Jianyang;LU Jianyong;TIAN Penggang;BI Hong;BIAN Zhaowei;Shanxi Institute of Architecture Science;College of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:174-181
Calculation of the Ultimate Bearing Moment of Textile Reinforced Concrete Beam with Carbon Fiber
CHEN Lei;LU Xiaoyu;School of Mineral and Safety;Anhui University of Science and Technology;
CHEN Lei;LU Xiaoyu;School of Mineral and Safety;Anhui University of Science and Technology;
..............page:182-185
Analysis and Application of Normal Section Bearing Capacity of Early Dismantling Construction of Beam and Slab
LIU Fenghan;College of Civil Engineering and Architecture;Nanjing Communications Institute of Technology;
LIU Fenghan;College of Civil Engineering and Architecture;Nanjing Communications Institute of Technology;
..............page:186-190
Double Earthquake Fortification Lines of Frame-core Tube Structure: State-of-the-art
AN Dongya;ZHOU Deyuan;LI Yaming;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;East China Architectural Design and Research Institute Co.;Ltd.;Shanghai Institute of Architectural Design and Research Co.;Ltd.;
AN Dongya;ZHOU Deyuan;LI Yaming;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;East China Architectural Design and Research Institute Co.;Ltd.;Shanghai Institute of Architectural Design and Research Co.;Ltd.;
..............page:191-199
Research Status and Development Trend of Debris-flow Impact Force
LI Peizhen;GAO Yu;GUO Mojun;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
LI Peizhen;GAO Yu;GUO Mojun;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
..............page:200-206
Overview of Real-time Hybrid Simulation with Substructure
ZHENG Hongmei;ZENG Song;DUAN Yuanfeng;DU Qingfeng;Research Institute of Structure Engineering and Disaster Reduction;Tongji University;College of Civil Engineering And Architecture;Zhejiang University;School of Software Engineering;Tongji University;
ZHENG Hongmei;ZENG Song;DUAN Yuanfeng;DU Qingfeng;Research Institute of Structure Engineering and Disaster Reduction;Tongji University;College of Civil Engineering And Architecture;Zhejiang University;School of Software Engineering;Tongji University;
..............page:207-213
..............page:214
..............page:216