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

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 103-106

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

PDF( 0 KB)

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

FullText(HTML)

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;

[5] 王策,沈世钊.单层球面网壳结构动力稳定分析[J].土木工程学报,2000,33(6):17-24;

[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;

[9] 郭小农,陈扬骥.短程线型单层球面网壳抗震分析[J].空间结构,1999,5(2):3-9;

[10] JGJ 612003网壳结构技术规程[S];

[11] 谢礼立,翟长海.最不利设计地震动研究[J].地震学报,2003,25(3):250-261.

Relative Articles

[1]	YU Feng, CHEN Hao, YAO Chi, QIN Yin, FANG Yuan, BU Shuangshuang. Numerical Analysis of Moment-Curvature Relations on Self-Stressing Steel-Slag- Concrete-Filled Steel Tube Columns Under Quasi-Static Loading[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 160-168,188. doi: 10.13204/j.gyjzG22012912
[2]	BU Xianghang, CAO Yongxing, LIANG Huangbin, ZHU Jun, WU Chi, LIU Fenglian, XIE Qiang. NUMERICAL SIMULATIONS ON DYNAMIC RESPONSES OF A TRANSMISSION TOWER-CONDUCTOR COUPLING SYSTEM UNDER EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 128-133. doi: 10.13204/j.gyjzG201908200007
[3]	Ban Liren, Liu Hang, Lan Chunguan. NON-LINEAR FINITE ELEMENT ANALYSIS OF UNREINFORCED BRICK WALLS RETROFITTED WITH POST-TENSIONED TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 168-172. doi: 10.13204/j.gyjz201504032
[4]	Pan Jianping, Wang Yuge, Zeng Qingyun, Song Yinglu. STUDY OF NONLINEAR SHEAR STRENGTH CHARACTERISTICS OF TAILINGS SAND UNDER HIGH STRESSES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 80-84. doi: 10.13204/j.gyjz201502018
[5]	Yan Ｒenzhang, Chen Zhihua, Wang Xiaodun. STRUCTURE DESIGN AND STABILITY ANALYSIS OF A LARGE WELDED STEEL SILO FOR COAL STORAGE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 158-165. doi: 10.13204/j.gyjz201410031
[6]	Yin Yue, Zhao Tongli, Chen Zhihua, Xu Shuai, Zhao Zhuoyue, Feng Shaoxin. OPTIMIZED DESIGN OF DOUBLE-LAYER LATTICE DOMES SUPPORTED ON GROUND FOR PRE-HOMOGENIZATION STORAGE IN CEMENT MILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 154-157,127. doi: 10.13204/j.gyjz201208030
[7]	Nie lin, Yang Tao, Zhou Depei, Liu Yongjiang. ESTIMATE OF SLOPE DYNAMICAL STABILITY BASED ON EARTHQUAKE RESPONSE ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 82-86. doi: 10.13204/j.gyjz201211018
[8]	Xian Yaoqiang, Liu Boquan, Ding Jiangshu. SEISMIC RESPONSE OF A RUNG-SHAPE LONG-SPAN TENSILE STRUCTURE (Ⅰ)[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 112-118. doi: 10.13204/j.gyjz201104024
[9]	Xian Yaoqiang, Liu Boquan, Ding Jiangshu. SEISMIC RESPONSE OF A RUNG-SHAPE LONG SPAN TENSILE STRUCTURE(Ⅱ)[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 126-133. doi: 10.13204/j.gyjz201105028
[10]	Liao Yanfen, Qi Yaqing, Ma Xiaoqian. NONLINEAR FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BEAMS IN FIRE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 31-37. doi: 10.13204/j.gyjz201107007
[11]	Xiong Xueyu, Li Yang, Wang Meihua. NON-LINEAR ANALYSIS OF PRESTRESSED STEEL-CONCRETE COMPOSITE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 34-38. doi: 10.13204/j.gyjz201112008
[12]	Hong Junqing, Bao Hua. DYNAMIC RESPONSES OF BASE-ISOLATED STRUCTURE UNDER THE NEAR-FAULT HORIZONTAL-VERTICAL SEISMIC ACTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 11-15,20. doi: 10.13204/j.gyjz201104003
[13]	Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017
[14]	Jiang Chaowen, Zhang Jiwen. NON-LINEAR ANALYSIS OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 40-44. doi: 10.13204/j.gyjz200911010
[15]	Zhang Ying, Zhou Fulin, Tan Ping. STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 11-15. doi: 10.13204/j.gyjz200905003
[16]	Zhou Zhen, Meng Shaoping, Wu Jing, Jiang Jianfeng, Chen Yachun. ANALYSIS METHODS FOR THE WHOLE PRESTRESSING PROCESS OF HYBRIDIZED SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 91-95. doi: 10.13204/j.gyjz200809026
[17]	Zhao Jun, Gao Danying. THE UNIFIED METHOD OF ALL COURSE ANALYSIS OF NORMAL SECTION UNDER LOAD FOR STEEL FIBER REINFORCED CONCRETE FLEXURAL MEMBER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 38-41. doi: 10.13204/j.gyjz200509011
[18]	Wang Mingping, Sun Fang, Gao Litang, Jing Chao, Teng Kai, Gen Shujiang. STUDY OF EARTHQUAKE ACTION AND TESTS OF MULTI-SILO SUPPORTED BY CYLINDER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 29-32,8. doi: 10.13204/j.gyjz200510010
[19]	Sun Qiang. DYNAMIC STABILITY OF COLUMN WITH DIFFERENT CROSS-SECTION AND MATERIAL[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 46-48,53. doi: 10.13204/j.gyjz200403014
[20]	Xiong Xueyu. REVIEW ON NONLINEAR ANALYTICAL TECHNIQUES FOR EXTERNALLY PRESTRESSED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 54-56. doi: 10.13204/j.gyjz200407015