1005-0159
2015 Issue 6
Design of an Externally Prestressed Concrete Box Girder with the 50m Span Using the Segmental Precast Construction Method
CHEN Duo;Shanghai Municipal Engineering Design Institute Co.;Ltd;
CHEN Duo;Shanghai Municipal Engineering Design Institute Co.;Ltd;
..............page:1-6
Design Method for an H Type Steel Shear Key for the Steel Column Base
LU Jiasen;Shanghai Urban Construction Design and Research Institute;
LU Jiasen;Shanghai Urban Construction Design and Research Institute;
..............page:7-11
Study on the Scale Model Design Method of Viscous Dampers Based on Energy Dissipation Capacity
ZHOU Ying;ZHOU Guangxin;HU Chengcheng;LU Wensheng;LU Xilin;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
ZHOU Ying;ZHOU Guangxin;HU Chengcheng;LU Wensheng;LU Xilin;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
..............page:12-17
Design of an Experimental System for Tower Foundation Deformation Testing
LIU Guanchen;WANG Meng;XU Hui;LIU Ronghai;Department of Mechanical Engineering;North China Electric Power University;Graduate Workstation of North China Electric Power University & Yunnan Power Grid Corporation;Electric Power Research Institute;Yunnan Electric Power Test & Research Institute Group Co Ltd;
LIU Guanchen;WANG Meng;XU Hui;LIU Ronghai;Department of Mechanical Engineering;North China Electric Power University;Graduate Workstation of North China Electric Power University & Yunnan Power Grid Corporation;Electric Power Research Institute;Yunnan Electric Power Test & Research Institute Group Co Ltd;
..............page:18-25
Mechanical Behaviors of a Fully-Bolted Connection Joint Between Steel Beam and Concrete Wall
YU Qiong;FANG Yongqing;ZHU Shuai;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
YU Qiong;FANG Yongqing;ZHU Shuai;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:26-33
Study on the Influence of Basement and Surrounding Backfill on the Upper Structure
DI Peng;AN Xuexu;College of Architecture and Civil Engineering;Xi’an University of Science and Technology;
DI Peng;AN Xuexu;College of Architecture and Civil Engineering;Xi’an University of Science and Technology;
..............page:34-39
Stress Analysis of the High-rise Building Basement Top Slab with Large Openings
CHEN Chenjie;CHAO Si;LIN Jianping;YANG Yang;Tongji Architectural Design Co.;Ltd.;
CHEN Chenjie;CHAO Si;LIN Jianping;YANG Yang;Tongji Architectural Design Co.;Ltd.;
..............page:40-45
Study on the Influence of Convergence Deformation on the Longitudinal Equivalent Rigidity of the Metro Shield Tunnel
LI Mingyu;JIANG Pingyuan;GUO Yifan;School of Civil Engineering;Zhengzhou University;
LI Mingyu;JIANG Pingyuan;GUO Yifan;School of Civil Engineering;Zhengzhou University;
..............page:46-53
Key Technology of Foundation Underpinning for Buddha Statue Moving
YANG Shangqing;LU Wensheng;TANG Jun;College of Civil Engineering;Tongji University;
YANG Shangqing;LU Wensheng;TANG Jun;College of Civil Engineering;Tongji University;
..............page:54-59
The Influence of Steel Bar Gradation on Beam Mechanical Properties
LU Fengchi;YE Haitao;Nanjing Polyechnic Institute;Nanjing Changjiang Waterway Engineering Bureau;
LU Fengchi;YE Haitao;Nanjing Polyechnic Institute;Nanjing Changjiang Waterway Engineering Bureau;
..............page:60-64
Transfer Function Phase-based Indentification of Structural Dynamic Characteristics
OUYANG Yuting;SHI Weixing;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
OUYANG Yuting;SHI Weixing;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:65-71
Discuss on the Basic Problems and Strategies for the Reliability Assessment of Existing Structures
JIANG Lixue;ZHU Lei;LI Xiangmin;Shanghai Research Institute of Building Sciences;Shanghai Key Laboratory of New Technology Research on Engineering Structure;
JIANG Lixue;ZHU Lei;LI Xiangmin;Shanghai Research Institute of Building Sciences;Shanghai Key Laboratory of New Technology Research on Engineering Structure;
..............page:72-79
Secondary Development of a User Material Subroutine for Steel Tube Confined Concrete in ABAQUS
HU Xiaobin;YANG Yang;ZHANG Shen;School of Civil Engineering;Wuhan University;Central-South Architectural Design Institute Co.;Ltd.;
HU Xiaobin;YANG Yang;ZHANG Shen;School of Civil Engineering;Wuhan University;Central-South Architectural Design Institute Co.;Ltd.;
..............page:80-85
Development and Application of the Bridge Cable-sliding Friction Aseismic Bearing
YUAN Wancheng;LI Han;TIAN Shengze;DANG Xinzhi;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
YUAN Wancheng;LI Han;TIAN Shengze;DANG Xinzhi;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
..............page:86-90
Vibration Control of the Floor Using the TMD system
YAN Jun;WANG Hongtao;SHI Weixing;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
YAN Jun;WANG Hongtao;SHI Weixing;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:91-97
Wind Turbine Tower Structural Responses Under Typhoon Loads
DAI Kaoshan;SHENG Chao;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
DAI Kaoshan;SHENG Chao;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;
..............page:98-106
Wind-induced Damage Assessment of Single-column Billboards
HAN Zhihui;TAN Jianguo;FANG Pingzhi;CHANG Yuanyong;Shanghai Institute of Meteorological Science;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongi University;Shanghai Typhoon Institute;CMA;
HAN Zhihui;TAN Jianguo;FANG Pingzhi;CHANG Yuanyong;Shanghai Institute of Meteorological Science;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongi University;Shanghai Typhoon Institute;CMA;
..............page:107-114
Comparative Study on the Wind Load Calculation Method Between the Code of Algeria and China
ZANG Chuantian;GUO Xiaonong;LIU Linlin;Zeng Qiang;HUANG Weijia;China State Construction Engrg.Corp.Ltd Direction General Pour L’Algeria;Department of Structural Engineering;Tongji University;
ZANG Chuantian;GUO Xiaonong;LIU Linlin;Zeng Qiang;HUANG Weijia;China State Construction Engrg.Corp.Ltd Direction General Pour L’Algeria;Department of Structural Engineering;Tongji University;
..............page:115-121
Seismic Performance Analysis of 3-tower Ultra-high Voltage Capacitor Structures for DC Transmission
YAO Kun;QIAN Jiang;LI Jian;LU Juzhi;LU Jiepin;LIU Aimin;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Sieyuan Electric Co.;Ltd;
YAO Kun;QIAN Jiang;LI Jian;LU Juzhi;LU Jiepin;LIU Aimin;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Sieyuan Electric Co.;Ltd;
..............page:122-128
Htdraulic Heave Stability of Deep Founadtion Pit Under Confined Water and Its Parameter Analysis
ZHANG Fei;LI Jingpei;SHEN Guangjun;School of Givil Engineering;Yancheng Institute of Technology;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
ZHANG Fei;LI Jingpei;SHEN Guangjun;School of Givil Engineering;Yancheng Institute of Technology;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;
..............page:129-136
FEM Analysis of a Composite Gravity Retaining Wall for Foundation Pit Supporting
YAO Han;SHAO Weiping;CAI Weiming;LIU Zunjing;YANG Min;Northwest Research Institute of Engineering Investigation and Design;Zhejiang Shunjie construction Co.;Tongji architectural design Co.;Ltd.;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
YAO Han;SHAO Weiping;CAI Weiming;LIU Zunjing;YANG Min;Northwest Research Institute of Engineering Investigation and Design;Zhejiang Shunjie construction Co.;Tongji architectural design Co.;Ltd.;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:137-143
Time-dependent Settlement Analysis and Monitoring in the Integrated Soil-foundation-structure System of Super High-rise Buildings in Soft Clay
ZHAO Xin;YUAN Juyun;LIU Shehong;Department of Structural Engineering;Tongji University;Tongji Architectural Design Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;
ZHAO Xin;YUAN Juyun;LIU Shehong;Department of Structural Engineering;Tongji University;Tongji Architectural Design Co.;Ltd.;Department of Geotechnical Engineering;Tongji University;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;
..............page:144-151
Experimental Study on Seismic Performance of Assembled Prestressed Concrete Structure Beam-column Joints with Dampers
HAN Jianqiang;PEI Yahui;XU Guoqiang;ZHANG Xiaojie;YANG Shanshan;North China University of Science and Technology;Earthquake Engineering Research Center of Hebei Province;
HAN Jianqiang;PEI Yahui;XU Guoqiang;ZHANG Xiaojie;YANG Shanshan;North China University of Science and Technology;Earthquake Engineering Research Center of Hebei Province;
..............page:152-157
Study on Static and Dynamic Characteristics of Long Span Steel-concrete Composite Beam Cable-stayed Bridge
SHI Zhaomin;ZHANG Qiwei;JI Yunfeng;Department of Bridge Engineering;Tongji University;
SHI Zhaomin;ZHANG Qiwei;JI Yunfeng;Department of Bridge Engineering;Tongji University;
..............page:158-165
Shaking Table Model Test for a Super-large Hyperbolic Cooling Tower
SONG Fei;GUAN Zhongguo;LI Jianzhong;Department of Bridge Engineering;Tongji University;
SONG Fei;GUAN Zhongguo;LI Jianzhong;Department of Bridge Engineering;Tongji University;
..............page:166-171
Application of Concrete-replacing Method in Reinforcement of a High-rise Short-leg Shear Wall Residential Building
HU Kexu;ZHAO Zhipeng;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
HU Kexu;ZHAO Zhipeng;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;
..............page:172-177
Arch Rib Reinforcement Design of Steel Arch Bridges
YUAN Shuai;XU Jun;YANG Jianxi;Department of Bridge Engineering;Tongji University;
YUAN Shuai;XU Jun;YANG Jianxi;Department of Bridge Engineering;Tongji University;
..............page:178-184
Design and Research on the Reinforcement of Pile Foundations of a Residential Building
GENG Qinghe;ZHANG Bo;DONG Leilei;CHEN Jingshan;ZHANG Jin;LU Zheng;Shandong Province Architectural Design Institute;
GENG Qinghe;ZHANG Bo;DONG Leilei;CHEN Jingshan;ZHANG Jin;LU Zheng;Shandong Province Architectural Design Institute;
..............page:185-189
State-of-the-art of the Vehicle-track-subgrade Model of Vertical Coupled System
ZHOU Guangxin;ZHOU Ying;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
ZHOU Guangxin;ZHOU Ying;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;
..............page:190-199
Reviews on the Development of Riprap Protection to Bridge Piers from Local Scour
YANG Xin;LIANG Fayun;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
YANG Xin;LIANG Fayun;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education;Tongji University;Department of Geotechnical Engineering;Tongji University;
..............page:200-207
Research on Mechanical Properties and Application of Bamboo in Civil Engineering: State-of-the-art
CHEN Xi;XU Qingfeng;KENT A.Harries;Shanghai Key Laboratory of Engineering Structure Safety;SRIBS;Civil and Environment Engineering University of Pittsburgh;
CHEN Xi;XU Qingfeng;KENT A.Harries;Shanghai Key Laboratory of Engineering Structure Safety;SRIBS;Civil and Environment Engineering University of Pittsburgh;
..............page:208-217
Review of Structural Efficiency Factors for High-rise Buildings
SUN Feifei;JIA Ruizi;BAO Lianjin;Department of Structural Engineering;Tongji University;East China Architectural Design and Research Institute Co.;Ltd.;
SUN Feifei;JIA Ruizi;BAO Lianjin;Department of Structural Engineering;Tongji University;East China Architectural Design and Research Institute Co.;Ltd.;
..............page:218-223
State-of-the-art on Rocking Wall Structures
ZHANG Fuwen;XU Qingfeng;LI Xiangmin;Shanghai Key Laboratory of Engineering Structure Safety;Shanghai Research Institute of Building Science;
ZHANG Fuwen;XU Qingfeng;LI Xiangmin;Shanghai Key Laboratory of Engineering Structure Safety;Shanghai Research Institute of Building Science;
..............page:224-231
..............page:232-236
..............page:237
..............page:238
..............page:239