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Vol.6,No.3 Sep. 2000 Research on CT Cable Structures…………………………………………………………………………XU Guo-bin,CUEI Ling(3) Simplified Analysis of Ultimate Load-bearing Capacity of Space Trusses …………………………LIU Kai-guo(11) The Determination of the Morphology of Tensegrity Elements……………………………………………………………… ……………………………………………………………………………………WANG Chun-jiang,QIAN Ruo-jun,WANG Ren-peng(16) Optimal Design of Lattice Structures on Discrete Variables………………………………………………DENG Hua(26) Analytical Methods of Static and Dynamic Wind Loading on Cantilever Roof Structures for Stadium……………… ……………………………………………………………………HUANG Ben-cai,WANG Cuo-yian,LIN Ying-ru,XU Xiao-ming(33) The Design and Construction of Wenzhou Stadium Space Truss Structure…………………………………………………… ……………………………………DONG Shi-lin,ZHAO Yang,LIN Sheng-hua,HE Xue-lian XU Guo-jin,SHEN Wen-long( 40) Reticulated Shell Roof of the Sichuan University Gymnasium …………………………CHEN Wen-ming,FENG Yuan(45) Opimization Design of the Reticulated Shell of Shanghai World Commercial Center Multifunctional Gymnasium ………………………………………………………………………………………………………………………………XU Zan-min(50) Introduction of the Elasto-plastic Static Nonlinear Analysis Program-EPSNAP………………………………………… ………………………………………………………………………………………………………………LI Yuan-qi,SHEN Zu-yan(56) |