RESEARCH ON SEISMIC PERFORMANCE OF STEEL STRUCTURE CONNECTED WITH OUTER TUBE FRAME AND ELLIPSE SHELL SPATIAL TRUSS

Xu Zhonggen; Zhou Fulin

doi:10.13204/j.gyjz200412008

Volume 34 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(12): 32-35

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

Citation:

Xu Zhonggen, Zhou Fulin. RESEARCH ON SEISMIC PERFORMANCE OF STEEL STRUCTURE CONNECTED WITH OUTER TUBE FRAME AND ELLIPSE SHELL SPATIAL TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 32-35. doi: 10.13204/j.gyjz200412008

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

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RESEARCH ON SEISMIC PERFORMANCE OF STEEL STRUCTURE CONNECTED WITH OUTER TUBE FRAME AND ELLIPSE SHELL SPATIAL TRUSS

doi: 10.13204/j.gyjz200412008

1.
Earthquake Research and Test Center of Guangzhou UniversityGuangzhou 510405

Received Date: 2004-06-23
Publish Date: 2004-12-20

Abstract

Abstract

Crystal stone lobby of Shenzhen Children's Palace is a complicated structure combined by outer frame of 16 steel pipe columns and inner ellipse shell spatial truss. The columns of outer frame are braced by fra me beams along ring direction and by no radial mid support. So their slender ra tios along radial direction are greater than the allowable ones regulated by ste el design codes. In order to study the seismic performance of this type of struc ture, a shaking table test of 1/20 structural model is carried out and is also a n alyzed with SAP2000. It is found that its deformation response can meet the requ irements of relevant codes.
- frame,
- spatial truss,
- shaking table tests,
- teels tructure

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References(5)

References

董石麟,钱若军.第四届国际空间结构学术会议综述.空间结构,1994(1)

[2] 孙文波.广州国际会议展览中心大跨度张弦梁的设计与探讨.建筑结构,2002(2)

[3] Mann A P, Thompson N, Smits M. Building the British Airways London Eye.Proceedings of ICE Civil Engineering, 2001(144)

[4] 徐忠根,王翠坤,刘臣,等.深圳愿望塔模型模拟地震振动台试验研究.特种结构,2002(3)

[5] 姚振纲,刘祖华.建筑结构试验.上海:同济大学出版社,1996

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