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高层建筑结构在地震和风作用下的可靠度分析
引用本文:张艳红,管学文.高层建筑结构在地震和风作用下的可靠度分析[J].自然灾害学报,1997,6(3):69-75.
作者姓名:张艳红  管学文
作者单位:同济大学结构理论研究所,北京市建设委员会
摘    要:作者基于等效风谱理论,给出了高层建筑结构在风荷载作用下可靠度分析的方法。在给定层间位移允许值时,对高层建筑结构在使用期限内在地震和风作用下的可靠度进行了比较研究。本文还探讨了高层建筑结构在地震和风联合作用下的可靠度问题。

关 键 词:高层建筑  等效风谱  可靠度

RELIABILITY ANALYSIS OF TALL BUILDING UNDER THE ACTIONS OF EARTHQUAKE AND WIND
Zhang Yanhong.RELIABILITY ANALYSIS OF TALL BUILDING UNDER THE ACTIONS OF EARTHQUAKE AND WIND[J].Journal of Natural Disasters,1997,6(3):69-75.
Authors:Zhang Yanhong
Abstract:In this paper,reliability analysis method of tall building under the action of wind is put forward based on the equivalent wind spectrum theory.The reliability degrees of tall building during their lifetime under the actions of earthquake and wind respectively are compared for the given inter floor deflections.The reliability of tall building under the combined action of earthquake and wind is also discussed.
Keywords:Tall building  Equivalent wind spectrum  Reliability
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