STUDY ON WIND-INDUCED VIBRATION OF SINGLE-LAYER CYLINDRICAL RETICULATED SHELL STRUCTURES

Zhang Jian-sheng; Wu Yue; Shen Shi-zhao

doi:10.13204/j.gyjz200610019

Volume 36 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(10): 69-71

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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Zhang Jian-sheng, Wu Yue, Shen Shi-zhao. STUDY ON WIND-INDUCED VIBRATION OF SINGLE-LAYER CYLINDRICAL RETICULATED SHELL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 69-71. doi: 10.13204/j.gyjz200610019

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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STUDY ON WIND-INDUCED VIBRATION OF SINGLE-LAYER CYLINDRICAL RETICULATED SHELL STRUCTURES

doi: 10.13204/j.gyjz200610019

1.
College of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2006-05-25
Publish Date: 2006-10-20

Abstract

Abstract

Wind load is always the major or even the decisive load applied to long-span spatial structures, so much more attention is paid to dynamic response of reticulated shell structures under wind load. Systematic parameter analysis of windinduced response of three-way grid single-layer cylindrical reticulated shell structures has been performed with random simulation method in time domain, including geometric parameters, structural parameters and aerodynamic parameters. Moreover, the wind-induced vibration coefficient is obtained, which may be a reference for the wind-resistance design of reticulated shell structures.
- reticulated shell structures,
- wind-induced response,
- random simulation method in time domain,
- wind-induced vibration

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References(8)

References

曹国峰, 林颖儒. 上海八万人体育场抗风分析PP第八届全国结构风效应会议论文集. 庐山: 1997

陆锋. 大跨度平屋面结构的风振响应和风振系数研究: [博士学位论文]. 杭州: 浙江大学, 2001

何艳丽, 董石麟, 龚景海. 空间网格结构频域风振响应分析模态补偿法. 工程力学, 2002, 19(4): 1-6

胡继军. 网壳风振及控制研究: [博士学位论文]. 上海: 上海交通大学, 2000

Hongo T. Experimental Study of Wind Forces on Spherical Roofs: [Ph. DThesis]. Sendai:Tohoku Universit y, 1995

Yasushi Uemat su, Osamu Kuribara. Wind-Induced Dynamic Behaviorand It s Load Est imation of a Single-Layer Latticed Dome with a Long Span. Journal of Wind Engineering and Industrial Aerodynamics, 2001, 89: 1 671-1 687

Masuda K, Nakayama M. An Effi cient Evaluation of Wind Responses ofDome Roof Through Modal Analysis MethodPPProc. 13th Nat ional Symp.on Wind Engineering.Tokyo: 1994: 209-214

陈波. 张拉膜结构风振响应分析: [硕士学位论文]. 哈尔滨: 哈尔滨工业大学, 2003

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