WIND VIBRATION ANALYSIS OF FISH-BELLIED FLEXIBLE SUPPORTING SYSTEM FOR POINT-SUPPORTED GLASS BUILDING

Wang Yuanqing; Ren Zhihong; Shi Yongjiu; Wu Lili

doi:10.13204/j.gyjz200502006

Volume 35 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(2): 23-26

Wang Jingfeng, Sun Jie, Liu Bingkang. CALCULATION OF CRACK RESISTANCE CAPACITY OF ECCENTRIC BEAM-COLUMN CONNECTIONS IN REINFORCED CONCRETE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 42-44. doi: 10.13204/j.gyjz200401012

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Wang Yuanqing, Ren Zhihong, Shi Yongjiu, Wu Lili. WIND VIBRATION ANALYSIS OF FISH-BELLIED FLEXIBLE SUPPORTING SYSTEM FOR POINT-SUPPORTED GLASS BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 23-26. doi: 10.13204/j.gyjz200502006

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WIND VIBRATION ANALYSIS OF FISH-BELLIED FLEXIBLE SUPPORTING SYSTEM FOR POINT-SUPPORTED GLASS BUILDING

doi: 10.13204/j.gyjz200502006

1.
1. Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University Beijing 100084;
2.
2. Institute of Glass and Metal Structure for Architecture,Tsinghua University Beijing 100084

Received Date: 2004-10-20
Publish Date: 2005-02-20

Abstract

Abstract

Based on the studies of self vibration of flexible support system for point supported glass curtain wall, this paper investigates its wind vibration response with ANSYS.The pulse wind load is determined and the time process curve of pulse wind load by AR method is simulated.The transient analysis of the support system is done with the time process curve.This paper also investigates the influence of concentrative qualities,prestressed tensile force of the cable and rise-to-span ratio of the system on the wind vibration response performance and the wind vibration factor of the system.
- flexible support,
- dynamic characteristic,
- wind vibration response,
- wind vibration factor

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References(11)

References

[2] 王喆,王元清.清华大学游泳馆点式玻璃幕墙柔性支承体系的研究与设计.建筑结构,2000(12)

王元清,石永久.点式支承玻璃建筑体系及其应用技术研究.土木工程学报,2001,34(4)

[3] 王喆,王元清.清华大学游泳馆点式玻璃柔性支承体系承载性能的试验研究.四川建筑科学研究,2003,29(4)

[4] Alannuzzi,Spinelli P.Artificial Wind Generation and Structural Response.Journal of Structural Engineering,ASCE,1987

[5] Paola M D.Digital Simulation of Wind Field Velocity.Journal of Wind Engineering and Industrial Aerodynamics,1998(74～76):91～109

[6] Spanos P D,Zeldin B A.Monte Carlo Treatment of Random Fields:Abroad Perspective.Applied Mechanics Review,1998,51(3):219～237

[7] Shinozuka M,Deodatis G.Simulation of Multi Dimensional Gaussian Stochastic Fields by Spectral Representation.Applied Mechanics Review,1996,49(1):29～53

[8] 武岳,沈世钊.点支式幕墙支承体系的动力性能研究.见:第十届空间结构学术会议论文集.北京:2002

[9] 欧进萍,王光远.结构随机振动.北京:高等教育出版社,1995

[10] 张相庭.结构风压和风振计算.上海:同济大学出版社,1985

[11] 沈世钊,徐崇宝,赵臣.悬索结构设计.北京:中国建筑工业出版社,1997

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