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Spatial Structures
1006-6578
2006 Issue 1
Finite element analysis of giant reinforced concrete coal silos subject to temperature load
XIA Guang-zheng;XIA Dong-tao
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page:62-64,42
Influence of relaxation coefficient in full stress zigzag method on optimization of truss structures
XIAN Biao;LI Wen-xiong;CHEN Cun-en
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page:59-61
Natural vibration analysis for truss-cable nets
ZHANG Wen-fu;LIU Wen-yang;JU Xiu-li
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page:55-58
Geometrically nonlinear analysis for cable hybrid structures
REN Jun-chao;ZHANG Qi-lin;LI Hu
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page:52-54
Present status of research on load relieving system
HUANG Gang;WU Hui-peng;GAO Bo-qing;XIE Zhong-liang
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page:48-51,58
Initial form analysis of ETFE cushions
XU Jing;XUE Su-duo;XIANG Yang
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page:43-47,31
Curvature variation rule of cable and membrane structures subject to the wind load
GUAN Fu-ling;XU Yan
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page:37-42
Mechanical analysis of the steel structure for Nanjing Si Fang Modern Art Museum
LI De-lin;YIN Ling-feng;ZHAO Cai-qi
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page:32-36
Structural form and behavior of single-layer latticed intersected cylindrical shell (LICS)
GU Lei;DONG Shi-lin
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page:24-31
In-plane elastic stability of spoke structures
GUO Yan-lin;WANG Gao-ning
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page:18-23
Experimental research on steel-concrete composite shell roofs
DENG Yi-qiang;ZOU Yin-sheng;WANG Han-ting
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page:12-17
State of structural seismic response under multi-support excitations and suggestions on spatial structures
SU Liang;DONG Shi-lin
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page:6-11
Analysis of long-span network arch structure
LIU Kai-guo
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page:3-5,11