DYNAMIC STABILITY OF GEODESIC SINGLE LAYER RETICULATED SHELLS UNDER EARTHQUAKE EXCITATION

Gui Guoqing; Wang Yu’e

doi:10.13204/j.gyjz200907028

Volume 39 Issue 7

Dec. 2014

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Gui Guoqing, Wang Yu’e. DYNAMIC STABILITY OF GEODESIC SINGLE LAYER RETICULATED SHELLS UNDER EARTHQUAKE EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 103-106. doi: 10.13204/j.gyjz200907028

Citation:

Gui Guoqing, Wang Yu’e. DYNAMIC STABILITY OF GEODESIC SINGLE LAYER RETICULATED SHELLS UNDER EARTHQUAKE EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 103-106. doi: 10.13204/j.gyjz200907028

Gui Guoqing, Wang Yu’e. DYNAMIC STABILITY OF GEODESIC SINGLE LAYER RETICULATED SHELLS UNDER EARTHQUAKE EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 103-106. doi: 10.13204/j.gyjz200907028

Citation:

Gui Guoqing, Wang Yu’e. DYNAMIC STABILITY OF GEODESIC SINGLE LAYER RETICULATED SHELLS UNDER EARTHQUAKE EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 103-106. doi: 10.13204/j.gyjz200907028

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DYNAMIC STABILITY OF GEODESIC SINGLE LAYER RETICULATED SHELLS UNDER EARTHQUAKE EXCITATION

doi: 10.13204/j.gyjz200907028

Gui Guoqing^1,2,
Wang Yu’e¹

1.
1. School of Technology,Jinggangshan University,Ji’an 343009,China;

Received Date: 2008-12-20
Publish Date: 2009-07-20

Abstract

Abstract

According to the full-range nonlinear dynamic response analysis method,dynamic stability of geodesic single layer reticulated shells under earthquake excitation is discussed systematically.Primary parameters are taken into account,such as combinations of vertical and horizontal earthquake action,material nonlinearities,rise to span ratios,initial geometric imperfection,cross-sectional areas of members,supporting condition,structure damp and different earthquake waves and so on.The results obtained in this paper can provide a valuable reference for practical design of reticulated shells.
- dynamic stability,
- geodesic single layer reticulated shells,
- earthquake excitation,
- full-range analysis,
- nonlinear

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References(11)

References

沈世钊,陈昕.网壳结构稳定性[M].北京:科学出版社,1999;

[2] 陈应波,陈军明,吴代华.网壳结构在地震作用下的动力稳定研究[J].华中科技大学学报:自然科学版,2004,32(10):40-42;

[3] 林智斌,桂国庆,钱若军.单层球壳结构在简单荷载作用下的动力稳定分析[J].工程力学,2006,23(6):6-10;

[4] 郭海山,钱宏亮,沈世钊.地震作用下单层球面网壳结构的动力稳定性[J].地震工程与工程振动,2003,23(1):31-37;

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[6] 王玉娥.短程线型单层球面网壳结构的动力稳定性研究[D].南昌:南昌大学,2007;

[7] 英金贵.单层球面网壳结构在地震作用下的动力稳定性研究[D].南昌:南昌大学,2006;

[8] 曹资,张毅刚.单层球面网壳地震反应特征分析[J].建筑结构,1998,28(8):40-43;

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