1006-6578
2016 Issue 4
Research on design and control of ultimate strength of space truss structures——Application of Compact Procedure Method
YAN Xing-yu;CHEN Zhi-hua;OHMORI Hiroshi;YANG Shu-heng;School of Civil Engineering;Tianjin University;Graduate School of Environmental Studies;Nagoya University;
YAN Xing-yu;CHEN Zhi-hua;OHMORI Hiroshi;YANG Shu-heng;School of Civil Engineering;Tianjin University;Graduate School of Environmental Studies;Nagoya University;
..............page:3-11
..............page:11
Application of nonlinear finite element method in the form-finding of lattice shells
LI Huan-long;YANG Jun;Institute of Shanghai Architectural Design and Research Co.;LTD;
LI Huan-long;YANG Jun;Institute of Shanghai Architectural Design and Research Co.;LTD;
..............page:12-16
Stability of single-layer latticed domes under asymmetrical and non-uniform snow loads
WANG Jun-lin;LI Hong-mei;REN Xiao-qiang;SUN Jian-heng;LI Yuan;College of Urban and Rural Construction;Agricultural University of Hebei;North China Branch;China Petroleum Engineering Co.;LTD;
WANG Jun-lin;LI Hong-mei;REN Xiao-qiang;SUN Jian-heng;LI Yuan;College of Urban and Rural Construction;Agricultural University of Hebei;North China Branch;China Petroleum Engineering Co.;LTD;
..............page:17-22
Analysis of damage accumulation effect of single-layer latticed shells considering aftershock action
LI Yong-mei;ZHENG Wen-hao;HU Kun;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;
LI Yong-mei;ZHENG Wen-hao;HU Kun;Beijing Key Lab of Earthquake Engineering and Structural Retrofit;Beijing University of Technology;The Key Laboratory of Urban Security and Disaster Engineering;Ministry of Education;Beijing University of Technology;
..............page:23-28
Shock resistance performance of K6 single-layer reticulated domes subjected to horizontal impact load
MA Xiao-tong;BAO Chao;WANG Xiu-li;ZHANG Guo-qing;School of Civil Engineering;Beifang University of Nationalities;School of Civil Engineering;Ningxia University;School of Civil Engineering;Lanzhou University of Technology;
MA Xiao-tong;BAO Chao;WANG Xiu-li;ZHANG Guo-qing;School of Civil Engineering;Beifang University of Nationalities;School of Civil Engineering;Ningxia University;School of Civil Engineering;Lanzhou University of Technology;
..............page:29-34+77
Wind-induced response analysis of rigid bracing dome
XUE Su-duo;HE Yong-fa;GAO Zhan-yuan;Spatial Structures Research Center;Beijing University of Technology;
XUE Su-duo;HE Yong-fa;GAO Zhan-yuan;Spatial Structures Research Center;Beijing University of Technology;
..............page:35-43
Optimization and analysis of tree structure for central entrance hall of National Convention Center
CHEN Zhi-hua;JIANG Yu-ting;MA Shu-fei;HUANG Jin-chao;FANG Zhi-wei;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;
CHEN Zhi-hua;JIANG Yu-ting;MA Shu-fei;HUANG Jin-chao;FANG Zhi-wei;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety of Ministry of Education;Tianjin University;
..............page:44-50+84
Introduction on preliminary design of single layer ellipsoidal lattice shell for Wusong Port International Cruise Terminal roof
ZHANG Zhi-hong;HOU Xian-chuang;Shanghai Normal University;Lingyun Science & Technology Group Co.;LTD;
ZHANG Zhi-hong;HOU Xian-chuang;Shanghai Normal University;Lingyun Science & Technology Group Co.;LTD;
..............page:51-56
..............page:56
Experimental study on triangular ETFE double layer cushion
YANG Lian-ping;CUI Jia-chun;WU Ming-er;Department of Building Engineering;Tongji University;Shanghai Xiandai Architectural Design Group;
YANG Lian-ping;CUI Jia-chun;WU Ming-er;Department of Building Engineering;Tongji University;Shanghai Xiandai Architectural Design Group;
..............page:57-63+70
Design and construction of cable dome membrane structure of Huamao Square
XIANG Yang;QU Xin;WANG Feng;Beijing Space Frame Consulting Engineers Co.;LTD;Beijing Granlit Membrane Structure Technology Co.;LTD;Beijing Building Construction Research Institute Co.;LTD;
XIANG Yang;QU Xin;WANG Feng;Beijing Space Frame Consulting Engineers Co.;LTD;Beijing Granlit Membrane Structure Technology Co.;LTD;Beijing Building Construction Research Institute Co.;LTD;
..............page:64-70
Temperature field of large flat-bottom silos under solar radiation
MA Yue;YANG Ying-hua;School of Civil Engineering;Xi’an University of Architecture and Technology;
MA Yue;YANG Ying-hua;School of Civil Engineering;Xi’an University of Architecture and Technology;
..............page:71-77
Deformation and stress analysis of large storage tanks under foundation settlement
LI Wei;SONG Wei;SONG Jin-li;LEI Hong-xiang;YUAN Sheng-tong;YANG Mu;ZHOU Yan-zhu;Institute of Electrical and Mechanical Engineering;Southwest Petroleum University;Key Laboratory of Oil and Gas Equipment of Ministry of Education;
LI Wei;SONG Wei;SONG Jin-li;LEI Hong-xiang;YUAN Sheng-tong;YANG Mu;ZHOU Yan-zhu;Institute of Electrical and Mechanical Engineering;Southwest Petroleum University;Key Laboratory of Oil and Gas Equipment of Ministry of Education;
..............page:78-84
Equivalent static wind loads for long-span open-style arched structure
PAN Xi-feng;WANG Xun;ZHOU Dai;HONG Rong-hua;MA Ning;School of Naval Architecture;Ocean & Civil Engineering;Shanghai Jiao Tong University;
PAN Xi-feng;WANG Xun;ZHOU Dai;HONG Rong-hua;MA Ning;School of Naval Architecture;Ocean & Civil Engineering;Shanghai Jiao Tong University;
..............page:85-94
..............page:95
..............page:96