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《Building Science Research of Sichuan》 2004-03
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Analysis of stability of single-layer spherical reticulated shells with semi-rigid joints

GUO Xiao-nong,SHEN Zu-yan (Building Structure Department of Tongji University,Shanghai200092,China)  
In this paper,a method of "subsection model" is used to account for the moment-relative rotation relationship of a type of through-type tubular joint which is used in the single-layer spherical reticulated shells of Shanghai International Meeting Center.Analysis of stability of the reticulated shells under two load combinations is conducted using the conformable imperfection mode method,and the influence of joint stiffness on the stability of the reticulated shells is researched.
【CateGory Index】: TU311.2
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