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Journals   A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
Spatial Structures
1006-6578
2015 Issue 4
A review of grid generation techniques of free-form spatial grid structures
LUO Yao-zhi;MIN Li;DING Hui;LI Na;CEN Pei-chao;GONG Xiao-ying;Space Structures Research Centre;Zhejiang University;Zhejiang Provincial Key Laboratory of Space Structures;
..............page:3-11
zhong jian gang gou
..............page:4
Some aspects of pre-stressed spatial structures
ZHANG Zhi-hong;DONG Shi-lin;College of Civil Engineering;Shanghai Normal University;Space Structures Research Center;Zhejiang University;
..............page:12-16+24
Analysis of elasto-plastic seismic responses of three-centered cylindrical reticulated shells
LI Xiao-ran;DENG Hua;YANG Qin;Space Structures Research Centre;Zhejiang University;
..............page:17-24
Reasonable mode number required in mode superposition response analysis for space frame structures
WU Yu-hang;YIN Yue;LIU Lu;School of Civil Engineering;Tianjin University;Key Laboratory of Coast Civil Structure Safety;MOE;
..............page:25-31+37
Modal characteristic analysis of member shear resistance structures and member axial resistance structures
HUANG Qing-long;WANG Lei;LUO Yong-feng;Department of Building Engineering;Tongji University;Architectural Design&Research Institute of Tongji University Co.;LTD;
..............page:32-37
Introduction on structural design of large-span spatial cable-truss system in the stadium of Yueqing Sports Center
LI Zhi-qiang;ZHANG Zhi-hong;DONG Shi-lin;College of Civil Engineering;Shanghai Normal University;Institute of Shanghai Architectural Design and Research Co.;LTD;Space Structures Research Center;Zhejiang University;
..............page:38-44
Roof structure scheme design of Zhejiang University of Science & Technology Student Activity Center
ZHENG Xiao-qing;DONG Shi-lin;MIAO Feng;DING Chao;Architectural Design and Research Institute of Zhejiang University Co.;LTD;Space Structures Research Center;Zhejiang University;
..............page:45-48+59
Analysis of influencing factors on ultimate flexural capacity of cast-steel support joint at the bottom of bifurcated column
WU Wei-hua;WU Wei-dong;School of Civil Engineering and Architecture;Henan University;Shanghai Tongjian Qianghua Architectural Design Limited Company;
..............page:49-53
Study on Y-type angle steel tower applied in UHV transmission line
ZHANG Dong-Hong;CUI Lei;Guangdong Electric Power Design Institute;China Energy Engineering Group Co.;LTD;
..............page:54-59
Design and structural analysis of ground umbrella-type deployable antenna
ZHAO Fei-long;CHEN Wu-jun;HE Yan-li;Space Structures Research Centre;Shanghai Jiao Tong University;
..............page:60-65+74
Analysis on influencing factors of nonlinearity behavior of outward inclined arches
HUO Xue-jin;HAN Li-zhong;China Railway Major Bridge Reconnaissance & Design Institute Co.;LTD;Research Institute of Highway;Ministry of Transport;
..............page:66-74
Calculation of bending stress of curved beam with bolted connection and calculation of shear stress of bolt
WU Xiao;College of Mechanical Engineering;Hunan University of Arts and Science;
..............page:75-78
Buckling strength evaluation of single layer reticular dome under dead and seismic loads
T YANAGISAWA;S KATO;S NAKAZAWA;Toyohashi University of Technology;
..............page:79-86
Whole construction process simulation of steel structure for main stadium of Hangzhou Olympic Sports and Expo Center
ZHOU Guan-gen;YOU Gui-mo;ZHANG Jia-ming;Zhejiang Southeast Space Frame Co.;LTD;
..............page:87-95
gong ye jian zhu ( yue kan )
..............page:95
sheng ming
..............page:99