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风荷载作用下单层平面索网体系点支式玻璃幕墙的动力性能研究
引用本文:洪天华,李宏男.风荷载作用下单层平面索网体系点支式玻璃幕墙的动力性能研究[J].防灾减灾工程学报,2008,28(2):156-162.
作者姓名:洪天华  李宏男
作者单位:大连理工大学海岸和近海工程国家重点实验室,辽宁,大连,116024
基金项目:教育部创新团队发展基金
摘    要:近年来,单层平面索网体系点支式玻璃幕墙以其简洁、通透的特点在国内外得到广泛的应用,其破坏主要由风荷载造成,目前国内外针对此种结构的风振动力性能研究甚少。本文应用谐波叠加法模拟了脉动风速的时程曲线,进而得到风荷载;通过有限元分析软件ANSYS,对单层平面索网体系点支式玻璃幕墙模型进行动力风荷载下的时程分析,研究在动力风荷载下,幕墙的玻璃面板厚度、拉索截面积以及拉索预拉力对其受力性能的影响,以供幕墙设计参考。

关 键 词:玻璃幕墙  脉动风荷载  单层平面索网体系点支式  受力性能  时程分析
文章编号:1672-2132(2008)02-0156-07
修稿时间:2007年7月20日

Study on Dynamic Performance of Monolayer Cable Net Point-supporting Glass Curtain Wall under Wind Load
HONG Tian-hua,LI Hong-nan.Study on Dynamic Performance of Monolayer Cable Net Point-supporting Glass Curtain Wall under Wind Load[J].Journal of Disaster Prevent and Mitigation Eng,2008,28(2):156-162.
Authors:HONG Tian-hua  LI Hong-nan
Abstract:In recent years,monolayer cable net point-supporting glass curtain wall is adopted widely due to its simplicity and limpidity. It is mainly destroyed by wind load,but research of the dynamic characteristic of this kind of structure is only a few. This paper uses the harmonic wave superposition method to simulate the curve of fluctuating wind,and obtain the wind load further. By using finite element analysis software,this paper analyzes monolayer cable net point-supporting glass curtain wall under dynamic wind load in time domain and studies the influence of thickness of glass panel,area of cross-section of tensile cable,and pretension of tensile cable on load-bearing performance of curtain wall under dynamic wind load,and provides reference for the design of curtain wall in the future.
Keywords:glass curtain wall  fluctuating wind load  monolayer cable net point-supporting  load-bearing performance  analysis in time domain
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