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高层建设玻璃幕墙地震作用取值研究
引用本文:李创第,李桂青.高层建设玻璃幕墙地震作用取值研究[J].广西工学院学报,1997,8(2):9-13.
作者姓名:李创第  李桂青
作者单位:[1]广西工学院建工系 [2]武汉工业大学
摘    要:本文剖析了现行规范玻璃幕墙地震作用的计算公式,指出其不足,用结构抗震的振型分解反应谱理论,建立了物理意义明确,考虑建筑场地和主体结构动力特性影响,适用于单、多自由度主体结构幕墙地震作用的计算公式,算例表明:荷载效应减小达44%。本文结果改进了规范地震作用的计算方法,可直接用于工程实际,也可用于其它材料的幕墙。

关 键 词:高层建筑  玻璃幕墙  抗震设计

The Research on Deciding the Value of Earthquake Action on Glass Cladding of Tall Buildings
Li Chuangdi.The Research on Deciding the Value of Earthquake Action on Glass Cladding of Tall Buildings[J].Journal of Guangxi University of Technology,1997,8(2):9-13.
Authors:Li Chuangdi
Affiliation:Li Chuangdi (Department of Architectural Engineering of Guangxi Institute of Technology LiuZhou 54005) Li Quiqing Huang Renchang (Wuhan University of Technology) (Guangxi Institute of Technology)
Abstract:In this paper,the present code calculating formulas of earthquake action on glass cladding are analysed,and the defects are pointed out ;the calculating formulas of earthquake action on glass cladding which are of the clear physical meaning,consider the influence of buildng site and dynamic characteristics of main structure,and are suited for the main structure of single or multiple degree of freedom system are established by using the theory of modal decomposition response spectrum of aseismic structure.The calculating example demonstrates that the effect of load is reduced to 44%.These results improve the calculating method of earthquke action and can be directly applied to the practice of engineering and the claddings made of other materials.
Keywords:Tall building  Glass cladding  Aseismic design
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