STUDY ON STATIC PERFORMANCE OF VIERENDEEL ARCH IN PLANE

Bao Kefeng; Ma Wenhong; Du Wenfeng; Xia Fenglin; Wu Hui

doi:10.13204/j.gyjz200603024

Volume 36 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(3): 91-94

Li Ming. RESEARCH ON THE ARRANGEMENT FOR PRESTRESSED CABLES OF PRESTRESSED LATTICED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 92-94. doi: 10.13204/j.gyjz200505024

Citation:

Bao Kefeng, Ma Wenhong, Du Wenfeng, Xia Fenglin, Wu Hui. STUDY ON STATIC PERFORMANCE OF VIERENDEEL ARCH IN PLANE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 91-94. doi: 10.13204/j.gyjz200603024

Li Ming. RESEARCH ON THE ARRANGEMENT FOR PRESTRESSED CABLES OF PRESTRESSED LATTICED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 92-94. doi: 10.13204/j.gyjz200505024

Citation:

Bao Kefeng, Ma Wenhong, Du Wenfeng, Xia Fenglin, Wu Hui. STUDY ON STATIC PERFORMANCE OF VIERENDEEL ARCH IN PLANE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 91-94. doi: 10.13204/j.gyjz200603024

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STUDY ON STATIC PERFORMANCE OF VIERENDEEL ARCH IN PLANE

doi: 10.13204/j.gyjz200603024

1.
1 Ningbo Architectural Design &Research Institute Ningbo 315012;
2.
2 Zhejiang University of Finance &Economics Hangzhou 310012

Received Date: 2005-11-10
Publish Date: 2006-03-20

Abstract

Abstract

In order to enhance the stability of single layer dome,Vierendeel dome was presented by employing lattice bar. Vierendeel arch is the key part of Vierndeel dome,while its research is few. It was made a thorough research on its static performance,and the results indicate that the Vierendeel arch is similar to full_web arch in macro while they are different in local; the ultimate bearing capacity of Vierendeel arch is 8～10 times that of a full_web arch with the same section area; it can provide good performances even is semi_arch load. Moreover,it is also found that Vierendeel arch is not sensitive to initial imperfect and change of the constraint condition. Therefore Vierendeel arch,compared with full_web arch,has better mechanical performance.
- Vierendeel arch,
- full_web arch,
- static performance,
- constraint conditions,
- initial imperfect,
- ultimate bearing capacity

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References(8)

References

Timoshemko S. Theory of Elast ic Stability. N ew York: Mc Graw_Hill BookCompany Inc,1936

陈绍蕃. 钢结构稳定设计的几个基本概念. 建筑结构,1994(6): 3-8

马克俭,黄勇. 装配整体式钢筋混凝土空腹网架结构的设计与研究. 贵州工学院学报,1987(1)

马克俭,黄勇. 钢筋混凝土网架与空腹夹层空间结构的研究与应用综述. 空间结构,1995(2)

马克俭,黄勇. 大跨度钢筋混凝土空腹夹层板柱结构的研究和应用. 建筑结构学报,2000,21(6)

林同炎,斯多台斯伯利 S D. 结构概念和体系. 北京: 中国建筑工业出版社,1999

莫涛,周绪红. 交错桁架结构体系的受力性能分析. 建筑结构学报,2000(12)

董石麟,马克俭. 组合网架结构与空腹网架结构. 杭州: 浙江大学出版社,1992

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