THE USE OF FRAME BUILDINGS OF MEDIUM HEIGHT WHEN DESIGNING IN SEISMICALLY ACTIVE ZONES

B.T. Erimbetov, B.M. Chalabaev, Y. Kunanbayeva, Zh.A. Usenkulov, F.Kh. Aubakirova, B.K. Duysenbekov
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Abstract

This article deals with the numerical study of the work of a 5-story frame building with a core of torsion-malleable system rigidity, as well as a regular form in terms of the action of loads of a special combination, taking into account the seismic impact. Based on the results obtained in the process of numerical research of buildings, recommendations were issued, which are taken into account in the process of building design, to reduce the effect of seismic impact on the building.
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在地震活跃地带设计时,采用中等高度框架建筑
本文在考虑地震影响的情况下,对一榀5层框架结构进行了数值研究,该框架结构的核心为扭延性体系刚度,同时考虑了特殊组合荷载作用下的规则形式。在对建筑物进行数值研究的基础上,提出了减少地震对建筑物影响的建议,并在建筑设计过程中加以考虑。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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