1002-848X
2014 Issue 4
Research on influence of high-rise structure steel on the multilayer cantilevered structure system and joints
Wang Mingzhu;Ge Jiaqi;Wang Shu;Zhang Guojun;Liu Xingang;China Aviation Planning and Construction Development Co.;Ltd.;
Wang Mingzhu;Ge Jiaqi;Wang Shu;Zhang Guojun;Liu Xingang;China Aviation Planning and Construction Development Co.;Ltd.;
..............page:1-8
..............page:5
Experimental research and finite element analysis on seismic performance of lap connections between concrete-filled steel tube column-concrete beam with external ring
Zhang Shichun;Zhao Yuanqing;Zha Xiaoxiong;Lu Wei;Southwest Municipal Engineering Design & Research Institute of China;Harbin Institute of Technology Shenzhen Graduate School;
Zhang Shichun;Zhao Yuanqing;Zha Xiaoxiong;Lu Wei;Southwest Municipal Engineering Design & Research Institute of China;Harbin Institute of Technology Shenzhen Graduate School;
..............page:9-14
Axial compression experimental research on the new type concrete-filled steel tubular column-concrete beam joint after cyclic loadings
Chen Qingjun;He An;Cai Jian;Tang Xulin;Zhang Yulin;School of Civil and Transportation Engineering;South China University of Technology;State Key Laboratory of Subtropical Building Science;Centre for Infrastructure Engineering and Safety;School of Civil and Environmental Engineering;The University of New South Wales;UNSW;
Chen Qingjun;He An;Cai Jian;Tang Xulin;Zhang Yulin;School of Civil and Transportation Engineering;South China University of Technology;State Key Laboratory of Subtropical Building Science;Centre for Infrastructure Engineering and Safety;School of Civil and Environmental Engineering;The University of New South Wales;UNSW;
..............page:15-20
..............page:20
Experimental study on shear behavior of screw connections between concrete composite plate and cold-formed thin-walled steel
Jia Ziwen;Zhou Xuhong;Liu Yongjian;Key Laboratory for Highway Bridge and Tunnel of Shaanxi Provincial;Chang’an University;School of Civil Engineering and Mechanics;Lanzhou University;
Jia Ziwen;Zhou Xuhong;Liu Yongjian;Key Laboratory for Highway Bridge and Tunnel of Shaanxi Provincial;Chang’an University;School of Civil Engineering and Mechanics;Lanzhou University;
..............page:21-24+73
Test study on bending behavior of composite-sectioned high strength concrete filled steel tubular members
Zhang Yang;Qian Jiaru;Cao Wanlin;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;College of Architecture and Civil Engineering;Beijing University of Technology;
Zhang Yang;Qian Jiaru;Cao Wanlin;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;College of Architecture and Civil Engineering;Beijing University of Technology;
..............page:25-29
Shear mechanism and bearing capacity study of steel reinforced concrete columns with unsymmetrical steel reinforcement
Zeng Lei;Zhou Qin;Wu Yuanyuan;Shi Feng;School of Urban Construction;Yangtze University;
Zeng Lei;Zhou Qin;Wu Yuanyuan;Shi Feng;School of Urban Construction;Yangtze University;
..............page:30-34+43
Analysis on the ultimate carrying capacities of local-overall interaction of high-strength steel welded square-box section columns loaded with eccentricity
Shen Hongxia;Liu Xiang;School of Civil Engineering;Xi’an University of Architecture and Technology;
Shen Hongxia;Liu Xiang;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:35-38+101
Design method of new composite-sectioned concrete-filled steel tubular columns
Liu Mingxue;Beijing Space-Time Creator Architecture Design Co.;Ltd.;China Electronics Engineering Design Institute;
Liu Mingxue;Beijing Space-Time Creator Architecture Design Co.;Ltd.;China Electronics Engineering Design Institute;
..............page:39-43
Overall stability analysis of steel roof of Qujing Stadium
Chen Yingzhi;Tong Lewei;Zhu Wenwei;Wang Jianfei;Zhou Feng;Chen Yiyi;Wu Yonghong;Department of Building Engineering;College of Civil Engineering;Tongji University;Yunnan Construction Engineering Steel Structure Co.;Ltd.;Yunnan Construction Engineering Group Co.;Ltd.;
Chen Yingzhi;Tong Lewei;Zhu Wenwei;Wang Jianfei;Zhou Feng;Chen Yiyi;Wu Yonghong;Department of Building Engineering;College of Civil Engineering;Tongji University;Yunnan Construction Engineering Steel Structure Co.;Ltd.;Yunnan Construction Engineering Group Co.;Ltd.;
..............page:44-49
Reliability analysis and optimization design of aseismic grids structure
Zhi Youhai;Shi Xiangping;Xu Juehui;Yin Huiguang;Xie Dong;Civil Engineering Department;Xuzhou Institute of Technology;National Grid and Steel Product Quality Supervision and Inspection Center;
Zhi Youhai;Shi Xiangping;Xu Juehui;Yin Huiguang;Xie Dong;Civil Engineering Department;Xuzhou Institute of Technology;National Grid and Steel Product Quality Supervision and Inspection Center;
..............page:50-53+14
Discussion on structural design of platform awnings of Beijing-Shanghai High-Speed Railway bridge elevated stations
Yin Guogao;China Railway Siyuan Survey and Design Group Co.;Ltd.;
Yin Guogao;China Railway Siyuan Survey and Design Group Co.;Ltd.;
..............page:54-58
Joint design and application of Galfan cables in space structure
Ren Junchao;Guangdong Kinlong Hardware Products Co.;Ltd.;
Ren Junchao;Guangdong Kinlong Hardware Products Co.;Ltd.;
..............page:59-62+8
Performance-based seismic design and collapse resistance capacity evaluation for energy dissipation structures with nonlinear viscous dampers
Han Jianping;Chen Jun;Zou Xinlei;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;
Han Jianping;Chen Jun;Zou Xinlei;Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province;Lanzhou University of Technology;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;
..............page:63-68+29
Research on multimode-based energy dissipation design for eccentric frame-shear wall structures
Li Hui;Huang Xiaoning;Du Yongfeng;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
Li Hui;Huang Xiaoning;Du Yongfeng;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education;Lanzhou University of Technology;
..............page:69-73
Practical design method for damping structure with viscous dampers based on vibration control objectives
Su Yi;Yang Fan;Tan Ningping;School of Civil Engineering;Nanjing Forestry University;Nanjing City-Town Architecture Design & Consultants Co.;Ltd.;
Su Yi;Yang Fan;Tan Ningping;School of Civil Engineering;Nanjing Forestry University;Nanjing City-Town Architecture Design & Consultants Co.;Ltd.;
..............page:74-77
Static mechanical performance research of one-way beam string structure with load relieving system
Liu Guoguang;Wu Zhiwei;Yi Ying;Airport College of Civil Aviation University of China;
Liu Guoguang;Wu Zhiwei;Yi Ying;Airport College of Civil Aviation University of China;
..............page:78-81
Dynamic elastic-plasticity and collapse analysis for large-span and high-rise structure(Ⅰ) : theory,development and verification of MSC. MARC subroutine
Liu Guohuan;Lu Xinzheng;Li Min;Department of Civil Engineering;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;School of Marine and Civil Engineering;Dalian Ocean University;
Liu Guohuan;Lu Xinzheng;Li Min;Department of Civil Engineering;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;School of Marine and Civil Engineering;Dalian Ocean University;
..............page:82-87
Dynamic elastic-plasticity and collapse analysis for large-span and high-rise structure(Ⅱ) : theory and development of fiber-data program UMAT
Liu Guohuan;Lu Xinzheng;Department of Civil Engineering;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;
Liu Guohuan;Lu Xinzheng;Department of Civil Engineering;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;
..............page:88-93
Dynamic elastic-plasticity and collapse analysis for large-span and high-rise structure(Ⅲ) : development and application of program SAP2MARC and MARCPOST
Liu Guohuan;Lu Xinzheng;Yu Xiulei;Sun Xueyan;Xiong Yaoqing;Department of Civil Engineering;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;Shenzhen Zhongtai Huahan Architectural Design Limited Company;Beijing Civil Software Technology Co.;Ltd.;China Southwest Architecture Design & Research Institute;
Liu Guohuan;Lu Xinzheng;Yu Xiulei;Sun Xueyan;Xiong Yaoqing;Department of Civil Engineering;Tsinghua University;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;Shenzhen Zhongtai Huahan Architectural Design Limited Company;Beijing Civil Software Technology Co.;Ltd.;China Southwest Architecture Design & Research Institute;
..............page:94-101
..............page:102
..............page:102