点支式玻璃建筑鱼腹式柔性支承体系风振响应分析

王元清; 任志宏; 石永久; 吴丽丽

doi:10.13204/j.gyjz200502006

点支式玻璃建筑鱼腹式柔性支承体系风振响应分析

doi: 10.13204/j.gyjz200502006

1.
1. 清华大学,结构工程与振动教育重点实验室,北京,100084;
2.
2. 清华大学,建筑玻璃与金属结构研究所,北京,100084

详细信息

作者简介:
王元清男 1963年7月出生副教授

中图分类号: TU382
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- 被引次数: 0
出版历程
- 收稿日期: 2004-10-20
- 刊出日期: 2005-02-20

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

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

摘要

摘要: 以清华大学游泳馆点式玻璃建筑设计为背景, 在点式玻璃建筑中两种常用的鱼腹式柔性支承系统动力特性研究的基础上, 运用AR法对脉动风荷载进行了模拟, 将风荷载导入ANSYS对鱼腹式柔性支承体系的风振响应进行了时程分析。分析了支承体系的风振系数, 并研究了预应力和矢跨比对风振响应和风振系数的影响。
- 柔性支承 /
- 动力特性 /
- 风振响应 /
- 风振系数
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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参考文献(11)

[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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