ANALYSIS FOR IN-PLANE GLOBAL STABILITY OF SPATIALLY LATTICED CIRCULAR ARCH WITH TRIANGULAR SECTION

Zhang Yaochun; Zhang Xiuhua

doi:10.13204/j.gyjz200404022

Volume 34 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(4): 76-78

Chen Ting, Tong Genshu. ELASTOPLASTIC STABILITY OF TAPERED COMPRESSED MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 62-65,84. doi: 10.13204/j.gyjz200410019

Citation:

Zhang Yaochun, Zhang Xiuhua. ANALYSIS FOR IN-PLANE GLOBAL STABILITY OF SPATIALLY LATTICED CIRCULAR ARCH WITH TRIANGULAR SECTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 76-78. doi: 10.13204/j.gyjz200404022

Chen Ting, Tong Genshu. ELASTOPLASTIC STABILITY OF TAPERED COMPRESSED MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 62-65,84. doi: 10.13204/j.gyjz200410019

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ANALYSIS FOR IN-PLANE GLOBAL STABILITY OF SPATIALLY LATTICED CIRCULAR ARCH WITH TRIANGULAR SECTION

doi: 10.13204/j.gyjz200404022

Zhang Yaochun¹,
Zhang Xiuhua²

1.
1. School of Civil Engineering,Harbin Polytechnic University Harbin 150090;
2.
2. School of Civil Engineering,Northeast Forestry University Harbin 150040

Received Date: 2003-10-20
Publish Date: 2004-04-20

Abstract

Abstract

The spatially latticed circular arch structure with triangular section is a new structural system and has lots of advantages such as architecturally attractive shape, rational loading performance, economy and practicality.Stability calculation is the key problem of the arch structure design.By means of the finite element program ANSYS, the geometrical non-linear analysis of this circular arch was conducted under the unitformly distributed load along whole span.According to the general load-deformation response curves, the basic law of the stability of the spatial lattice arch structure has been obtained.The matching formulae were given by the value regression method, which can be used to calculate the in-plane global stability critical load of these structures.
- spatially latticed circular arch,
- in-plane global stability,
- general load-deformation response curves,
- critical load

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References(5)

References

Packer J A, Henderson J E, Cao J J.空间管结构连接设计指南.北京:科学出版社, 1997

[2] 刘文.南京国际展览中心屋面钢结构工程设计研究.钢结构, 2001, 16(4)

[3] 张秀华.截面为三角形的空间格构式圆拱平面内整体稳定性能研究:[硕士学位论文].哈尔滨:哈尔滨工业大学, 2002

[4] Timoshenko S P, Grer J M. Theory of Elastic Stability Mc Graw-Hill. New York: 1961

[5] 沈世钊, 陈昕.网壳结构稳定性.北京:科学出版社, 1999

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