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抗风结构疲劳损伤分析
引用本文:谢伟平,曹宏,李桂青.抗风结构疲劳损伤分析[J].武汉理工大学学报,1992(1).
作者姓名:谢伟平  曹宏  李桂青
作者单位:武汉工业大学建筑工程系 (谢伟平,曹宏),武汉工业大学建筑工程系(李桂青)
摘    要:本文对风荷载作用下结构的疲劳损伤进行了分析,对风荷载作用下广义单自由度体系顺风向反应谱进行了计算比较,提出了基于等效窄带过程法的抗风结构疲劳损伤计算方法,并用数值模拟法进行了计算比较,结果表明本文的方法是可行的。

关 键 词:疲劳  损伤  抗风结构  随机荷载

Fatigue Danmge Analysis of Wind--Resistance Structure
Xie Weiping,Cao Hong,Li Guiqing.Fatigue Danmge Analysis of Wind--Resistance Structure[J].Journal of Wuhan University of Technology,1992(1).
Authors:Xie Weiping  Cao Hong  Li Guiqing
Affiliation:Xie Weiping;Cao Hong;Li Guiqing
Abstract:The fatigue damage of structures under the wind action is investigated in thispaper. Based on Davenport spectrum of wind load, the response spectrum of generalized sin-gle-degree of freedom system along the wind action is studied, some quantitive and quatitiveconclusions are obtained. The most important one of them is that the response-spectrum ofgeneralized single-degree of freedom system can be simplified as a wide band unimodal spec-trum. A simplified method is proposed, and the results of the present method is comparedwith that of the Monte-Carlo method. The satisfactory agreement between the methods isobserved. This method can also be used to deal with the fatigue damage prediction of multi-degrees of freedom system.
Keywords:Fatigue  Damage  Wind-resistance structure  Random load  
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