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Vol.9,No.1 Mar. 2003
Displacemental vibration equations of thick shells of revolution considering
transverse shear
deformation…………………………………………………………………………… HUANG Hui-rong,HUANG Yi(3)
Optimum design of shells of revolution in building engineering………………………………………………
…………………………………………………………………………………………… CHEN Da-ming,JIA Nai-wen(8)
Wind-induced vibration responses of six types of single-layer spherical
reticulated shells……
……………………………………………………………………………………………… …MI Ting,LUO Yong-feng(11)
Interaction of wind with fabric structures………………… YANG Qing-shan,WANG
Ji-shen,WANG Li(20)
Stability and static analysis of cable-supported lattice shells………………………………………
…………………………………………………………………………………………… LI Yong-mei,ZHANG Yi-gang(25)
Optimum design of single-layer lattice shells considering the effect of
geometrical nonlinearity
…………………………………………………………ZHANG Nian-wen,DONG Shi-lin,HUANG Ye-fei,ZHAO Yang(31)
Study on form-finding problems of tensegrity elements…………………………………………………………
………………………………………………………………………………………… CHEN Xiao-guang,LUO Yao-zhi(35)
Geometries of tensegrity grids(PartⅡ)………………………………………………………………………………
……………………………………DONG Ming,YANG Lian-ping,QIU Zhen-ge,QIAN Ruo-jun,WANG Chun-jiang(40)
Design and analysis of a long-span prestressed truss string
structure………………………………………
…………………………………………………………………………… CHEN Rong-yi,DONG Shi-lin,SUN Wen-bo(45)
Elastoplastic analysis of orthogonal space truss……………………………………………LIU Kai-guo(48)
Application of genetic algorithm in optimum design of space grid
structures………………………………
………………………………………………………………………………… MU Zai-gen,CHEN Yun-zhou,XIU Long(52)
Large span annular open-web cable-truss structural system…………………………………………………………
………………………………………………………………………………FENG Qing-xing,DONG Shi-lin,DENG Hua(55)
Five indexes for the evaluation of long-span spatial structures…………………… WANG
Shi-tong(60)
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