1000-6869
2014 Issue 4
Structural morphology and modern space structures
SHEN Shizhao;WU Yue;School of Civil Engineering;Harbin Institute of Technology;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;
SHEN Shizhao;WU Yue;School of Civil Engineering;Harbin Institute of Technology;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;
..............page:1-10
Study on annular cable-truss structure system and engineering application
ZHANG Zheng;DING Jiemin;ZHANG Yueqiang;Architecture Design & Research Institute of Tongji University;College of Civil Engineering;Tongji University;
ZHANG Zheng;DING Jiemin;ZHANG Yueqiang;Architecture Design & Research Institute of Tongji University;College of Civil Engineering;Tongji University;
..............page:11-19
Recent developments on stochastic damage mechanics for concrete
LI Jie;REN Xiaodan;School of Civil Engineering;Tongji University;
LI Jie;REN Xiaodan;School of Civil Engineering;Tongji University;
..............page:20-29
Literature review of shear performance of cold-formed thin-walled steel composite walls
GAO Wancheng;XIAO Yan;College of Civil Engineering;Hunan University;Department of Civil Engineering;University of Southern California;
GAO Wancheng;XIAO Yan;College of Civil Engineering;Hunan University;Department of Civil Engineering;University of Southern California;
..............page:30-40
Computational morphogenesis method for space structures based on principle of inverse hanging experiment
WU Yue;LI Qingpeng;SHEN Shizhao;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;
WU Yue;LI Qingpeng;SHEN Shizhao;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:41-48
Study on key issues of dynamic analysis for anti-progressive collapse of large span steel structure
ZHANG Yueqiang;DING Jiemin;ZHANG Zheng;College of Civil Engineering;Tongji University;Architecture Design & Research Institute of Tongji University;
ZHANG Yueqiang;DING Jiemin;ZHANG Zheng;College of Civil Engineering;Tongji University;Architecture Design & Research Institute of Tongji University;
..............page:49-56
Shaking table test of trussed arch structure
HAN Qinghua;XU Ying;LU Yan;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;
HAN Qinghua;XU Ying;LU Yan;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;School of Civil Engineering;Tianjin University;
..............page:57-63
Triangular thin-shell element based on vector form intrinsic finite element
WANG Zhen;ZHAO Yang;HU Ke;Space Structures Research Center;Zhejiang University;Zhejiang Province Institute of Architectural Design and Research;
WANG Zhen;ZHAO Yang;HU Ke;Space Structures Research Center;Zhejiang University;Zhejiang Province Institute of Architectural Design and Research;
..............page:64-70+77
Study on triangular thin-shell element of vector form intrinsic finite element considering Cowper-Symonds viscoplastic constitutive model
WANG Zhen;HU Ke;ZHAO Yang;Space Structures Research Center;Zhejiang University;Zhejiang Province Institute of Architectural Design and Research;
WANG Zhen;HU Ke;ZHAO Yang;Space Structures Research Center;Zhejiang University;Zhejiang Province Institute of Architectural Design and Research;
..............page:71-77
Study on flexural-torsional buckling of simply supported steel beam under combined loads
LIU Zhanke;ZHOU Xuhong;HE Ziqi;CHEN Ming;Key Laboratory of Mechanics on Disaster and Environment in Western China of the Ministry of Education;Lanzhou University;College of Civil Engineering and Mechanics;Lanzhou University;College of Civil Engineering;Chongqing University;
LIU Zhanke;ZHOU Xuhong;HE Ziqi;CHEN Ming;Key Laboratory of Mechanics on Disaster and Environment in Western China of the Ministry of Education;Lanzhou University;College of Civil Engineering and Mechanics;Lanzhou University;College of Civil Engineering;Chongqing University;
..............page:78-85
Design analysis for stability capacity of steel tubular arch under vertical and horizontal loading
CHEN Aiguo;ZHOU Jizhen;LIN Bing;XING Jihui;School of Civil Engineering;Beijing Jiaotong University;China Electronics Engineering Design Institute;China State Construction Technical Center;
CHEN Aiguo;ZHOU Jizhen;LIN Bing;XING Jihui;School of Civil Engineering;Beijing Jiaotong University;China Electronics Engineering Design Institute;China State Construction Technical Center;
..............page:86-91
Experimental investigation on progressive collapse behavior of WUF-B connections between SHS column and H beam
WANG Wei;LI Ling;CHEN Yiyi;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Department of Building Engineering;Tongji University;
WANG Wei;LI Ling;CHEN Yiyi;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;Department of Building Engineering;Tongji University;
..............page:92-99
Experimental study on collapse resistance of welded beam-column connection substructure of steel frame based on seismic design
HUO Jingsi;WANG Ning;CHEN Ying;Key Laboratory of Building Safety and Energy Efficiency of China Ministry of Education;Hunan University;
HUO Jingsi;WANG Ning;CHEN Ying;Key Laboratory of Building Safety and Energy Efficiency of China Ministry of Education;Hunan University;
..............page:100-108
Buckling hinge of non-plastic section members and analysis of failure mechanism of steel frames
CHEN Yiyi;CHENG Xin;HE Xiuzhang;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;College of Civil Engineering;Tongji University;
CHEN Yiyi;CHENG Xin;HE Xiuzhang;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;College of Civil Engineering;Tongji University;
..............page:109-115
Experimental study on seismic behavior of high-strength steel beam-to-column end-plate connections
SUN Feifei;SUN Mi;LI Guoqiang;XIAO Yong;WEI Ming;LIU Lixiang;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;School of Civil Engineering;Tongji University;London South Bank University;Wuyang Iron and Steel Co.;Ltd;
SUN Feifei;SUN Mi;LI Guoqiang;XIAO Yong;WEI Ming;LIU Lixiang;State Key Laboratory for Disaster Reduction in Civil Engineering;Tongji University;School of Civil Engineering;Tongji University;London South Bank University;Wuyang Iron and Steel Co.;Ltd;
..............page:116-124
Experimental investigation on stability behavior of channel flexural members with complex edge stiffeners and web holes
WANG Chungang;LIANG Runjia;ZHANG Zhuangnan;JIA Lianguang;School of Civil Engineering;Shenyang Jianzhu University;
WANG Chungang;LIANG Runjia;ZHANG Zhuangnan;JIA Lianguang;School of Civil Engineering;Shenyang Jianzhu University;
..............page:125-134
Mechanical behavior test and calculation method for bolts tension used in cast steel connectors
BAO Wei;SHAO Yongsong;College of Construction Engineering;Jilin University;School of Civil Engineering;Harbin Institute of Technology;
BAO Wei;SHAO Yongsong;College of Construction Engineering;Jilin University;School of Civil Engineering;Harbin Institute of Technology;
..............page:135-141
Experimental study on constitutive relation of steel SN490B under cyclic loading
WANG Yuanqing;LIU Xiaochen;DAI Guoxin;SHI Yongjiu;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;Key Laboratory of New Technology for Construction of Cities on Mountain Area;Chongqing University;
WANG Yuanqing;LIU Xiaochen;DAI Guoxin;SHI Yongjiu;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry;Tsinghua University;Key Laboratory of New Technology for Construction of Cities on Mountain Area;Chongqing University;
..............page:142-148
Identification of GTN micromechanical damage parameters of structural steel
XING Jihui;SHI Yijian;LIU Wentao;YANG Qingshan;School of Civil Engineering;Beijing Jiaotong University;China State Construction Technical Center;
XING Jihui;SHI Yijian;LIU Wentao;YANG Qingshan;School of Civil Engineering;Beijing Jiaotong University;China State Construction Technical Center;
..............page:149-154
Theoretical analysis about relationship between seismic response and structural stiffness degradation of high-rise building
AN Dongya;WANG Dasui;ZHOU Deyuan;LI Chengming;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;East China Architectural Design & Research Institute Co.;Ltd;
AN Dongya;WANG Dasui;ZHOU Deyuan;LI Chengming;Research Institute of Structural Engineering and Disaster Reduction;Tongji University;East China Architectural Design & Research Institute Co.;Ltd;
..............page:155-161
Concept and algorithm of load-correlating center of rigidity of building structure
HUANG Jifeng;XU Peifu;China Academy of Building Research;
HUANG Jifeng;XU Peifu;China Academy of Building Research;
..............page:162-168
Probabilistic evaluation of column overdesign factor through reliability analysis for typical failure modes
YU Xiaohui;L Dagang;ZHENG Haoqin;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;
YU Xiaohui;L Dagang;ZHENG Haoqin;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;
..............page:169-176
Research on component-performance-based seismic assessment of RC structures
HAN Xiaolei;ZHOU Xinxian;JI Jing;YUAN Yixin;QI Yongle;State Key Laboratory of Subtropical Building Science;South China University of Technology;China;CMCU Engineering Corporation;Guangdong Electric Power Design Institute;China Energy Engineering Group Co.;Ltd;
HAN Xiaolei;ZHOU Xinxian;JI Jing;YUAN Yixin;QI Yongle;State Key Laboratory of Subtropical Building Science;South China University of Technology;China;CMCU Engineering Corporation;Guangdong Electric Power Design Institute;China Energy Engineering Group Co.;Ltd;
..............page:177-184
Deformation performance index limits of RC beams
QI Yongle;HAN Xiaolei;ZHOU Xinxian;State Key Laboratory of Subtropical Building Science;South China University of Technology;Guangdong Electric Power Design Institute;China Energy Engineering Group Co.;Ltd;
QI Yongle;HAN Xiaolei;ZHOU Xinxian;State Key Laboratory of Subtropical Building Science;South China University of Technology;Guangdong Electric Power Design Institute;China Energy Engineering Group Co.;Ltd;
..............page:185-191
Complex failure function and design reliability for RC frame columns and light-weight steel structures
JIANG Youbao;LIAO Guoyu;XIE Mingwu;School of Civil Engineering and Architecture;Changsha University of Science and Technology;
JIANG Youbao;LIAO Guoyu;XIE Mingwu;School of Civil Engineering and Architecture;Changsha University of Science and Technology;
..............page:192-198
Experimental investigation on hysteretic performance of sector lead viscoelastic damper
WU Congxiao;ZHOU Yun;XU Xin;ZHANG Chao;DENG Xuesong;School of Civil Engineering;Guangzhou University;
WU Congxiao;ZHOU Yun;XU Xin;ZHANG Chao;DENG Xuesong;School of Civil Engineering;Guangzhou University;
..............page:199-207
Analysis of horizontal stiffness of laminated rubber bearings for different boundary conditions
WU Zhongtie;DU Yongfeng;ZHU Qiankun;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;
WU Zhongtie;DU Yongfeng;ZHU Qiankun;Institute of Earthquake Protection and Disaster Mitigation;Lanzhou University of Technology;
..............page:208-214
Design and analysis of asymmetry multi-tower connected structure of the Shenzhen Jingang Mansion
ZHENG Xian;FANG Liang;KANG Kai;Shanghai Institute of Architectural Design & Research Co.;Ltd;
ZHENG Xian;FANG Liang;KANG Kai;Shanghai Institute of Architectural Design & Research Co.;Ltd;
..............page:215-222
Hierarchic wolf algorithm for optimal triaxial sensor placement
YI Tinghua;WANG Chuanwei;LI Hongnan;School of Civil Engineering;Faculty of Infrastructure Engineering;Dalian University of Technology;
YI Tinghua;WANG Chuanwei;LI Hongnan;School of Civil Engineering;Faculty of Infrastructure Engineering;Dalian University of Technology;
..............page:223-229
Experimental study on bearing capacity of glubam beam-column bolted joints
FENG Li;XIAO Yan;SHAN Bo;CHEN Jie;SHEN Yali;Key Laboratory of Building Safety and Energy Efficiency of China Ministry of Education;Hunan University;Advanced Bamboo and Timber Technologies Co.;Ltd;
FENG Li;XIAO Yan;SHAN Bo;CHEN Jie;SHEN Yali;Key Laboratory of Building Safety and Energy Efficiency of China Ministry of Education;Hunan University;Advanced Bamboo and Timber Technologies Co.;Ltd;
..............page:230-235
Axial compressive test of columns with multi barrel tube-confined high performance concrete
FANG Xiaodan;LIN Sijia;Architectural Design and Research Institute of SCUT;State Key Laboratory of Subtropical Building Science;South China University of Technology;Urban Planning Survey and Design Institute of Guangzhou City;
FANG Xiaodan;LIN Sijia;Architectural Design and Research Institute of SCUT;State Key Laboratory of Subtropical Building Science;South China University of Technology;Urban Planning Survey and Design Institute of Guangzhou City;
..............page:236-245
Flexural tests on thin-walled U-shaped steel beams filled with demolished concrete blocks and fresh concrete
WU Bo;JI Mingming;State Key Laboratory of Subtropical Building Science;South China University of Technology;
WU Bo;JI Mingming;State Key Laboratory of Subtropical Building Science;South China University of Technology;
..............page:246-254
Seismic behavior of shear dominant bolted endplate steel coupling beam of composite coupled shear wall
WU Yuntian;DAI Chongmin;ZHOU Zhongliang;JIANG Kaixuan;Key Laboratory for Construction and New Technology of Mountain Cities of China Education Ministry;Chongqing University;College of Civil Engineering;Chongqing University;
WU Yuntian;DAI Chongmin;ZHOU Zhongliang;JIANG Kaixuan;Key Laboratory for Construction and New Technology of Mountain Cities of China Education Ministry;Chongqing University;College of Civil Engineering;Chongqing University;
..............page:255-261
Experimental research on mechanical behavior of underpinning beams with small shear-span ratio in frame structure moving
ZHANG Xin;YUE Qingxia;SHI Ruiming;Shandong Provincial Key Laboratory of Appraisal and Retrofitting in Building Structures;Shandong Jianzhu University Architecture & Urban Planning Design Institute;
ZHANG Xin;YUE Qingxia;SHI Ruiming;Shandong Provincial Key Laboratory of Appraisal and Retrofitting in Building Structures;Shandong Jianzhu University Architecture & Urban Planning Design Institute;
..............page:262-267
Experimental study on constitutive model of steel confined concrete in SRC columns with cruciform steel section
ZHAO Xianzhong;QIN Hao;CHEN Yiyi;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;College of Civil Engineering;Tongji University;
ZHAO Xianzhong;QIN Hao;CHEN Yiyi;State Key Laboratory of Disaster Reduction in Civil Engineering;Tongji University;College of Civil Engineering;Tongji University;
..............page:268-279
Prediction model on creep of recycled aggregate concrete filled steel tube
CHEN Jie;GENG Yue;WANG Yuyin;School of Civil Engineering;Harbin Institute of Technology;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;
CHEN Jie;GENG Yue;WANG Yuyin;School of Civil Engineering;Harbin Institute of Technology;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education;Harbin Institute of Technology;
..............page:280-288
Aerodynamic loading properties and strategy of reduction of three typical super tall buildings
XIE Zhuangning;LI Jia;SHI Biqing;State Key Laboratory of Subtropical Building Science;South China University of Technology;Guangdong Elite Architectural Co.;Ltd;
XIE Zhuangning;LI Jia;SHI Biqing;State Key Laboratory of Subtropical Building Science;South China University of Technology;Guangdong Elite Architectural Co.;Ltd;
..............page:289-296
Research on aerodynamic shape effects on wind load of high-rise buildings
YAN Yalin;TANG Yi;JIN Xinyang;China Academy of Building Research;Disaster Prevention Research Center;Ministry of Housing and Urban-Rural Development;
YAN Yalin;TANG Yi;JIN Xinyang;China Academy of Building Research;Disaster Prevention Research Center;Ministry of Housing and Urban-Rural Development;
..............page:297-303
Comparative study on equivelent wind loads and dynamic responses of self-standing high-rise structures in different codes
CHEN Xin;LI Aiqun;WANG Yong;ZHANG Zhiqiang;Jiangsu Key Laboratory of Structure Engineering;Suzhou University of Science and Technology;Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education;Southeast University;Suzhou Rainbow Huading Chimney Manufacturing Co.;Ltd;
CHEN Xin;LI Aiqun;WANG Yong;ZHANG Zhiqiang;Jiangsu Key Laboratory of Structure Engineering;Suzhou University of Science and Technology;Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education;Southeast University;Suzhou Rainbow Huading Chimney Manufacturing Co.;Ltd;
..............page:304-311
Finite element analysis of influence of openings on buildings under tsunami wave
WANG Tiecheng;GAO Zhenlan;ZHAO Hailong;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;
WANG Tiecheng;GAO Zhenlan;ZHAO Hailong;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety of China Ministry of Education;Tianjin University;
..............page:312-317
Dynamic response analysis of offshore wind tower founded on monopile considering FSI
LI Kaiwen;SONG Bo;HUANG Shuai;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Guangdong Province Transmission & Transformer Engineering Company;
LI Kaiwen;SONG Bo;HUANG Shuai;School of Civil and Environmental Engineering;University of Science and Technology Beijing;Guangdong Province Transmission & Transformer Engineering Company;
..............page:318-324