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《Sichuan Building Science》 2013-02
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Stability analyses of single arch in arch-reticulated shell hybrid steel structure of Beijing Jiangtai Winter Garden

SHI Yongjiu1,GAO Yang1,2,WANG Yuanqing1,SHI Gang1,LU Kai3,REN Jingfeng4(1.Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Department of Civil Engineering,Tsinghua University,Beijing 100084,China; 2.China Resources Land(Beijing) Co.Ltd,Beijing 100035,China; 3.Zhuhai King Glass Engineering Co.Ltd,Zhuhai 519070,China; 4.China Petroleum Engineering Co.Ltd.Beijing Company,Beijing 100085,China)  
Global stability analysis cannot be ignored for large-span spatial steel structures.Beijing Jiangtai Winter Garden adopts hybrid structure with latticed shell and vertical cables,on which glass curtain wall is fixed.Therein the reticulated shell is composed of 9 spatial arches and other common frames,thus it can be seen as arch-reticulated shell hybrid structure.This paper analyzed the stability of one single arch structure which has the longest span in the whole structure,including buckling analyses and non-linear full range analyses.The results showed that the stability of single arch met requirements,and the nonlinearity had great influence on the stability of single arch structure.Besides,although the initial geometric imperfection had certain effect on the elastic structure,it had little effect on the elasto-plastic one.
【Fund】: 国家自然科学基金(51038006)
【CateGory Index】: TU391;TU311.2
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