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NEED FOR SITE RESPONSE SPECTRA FOR ZONES IN INDIA FOR PERFORMANCE-BASED SEISMIC DESIGN OF STRUCTURES

机译:基于性能的结构抗震设计需要印度区域的场地响应谱

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摘要

Pushover analysis (PA) is not yet introduced in the Indian Standard code. However, procedures specified by Federal Emergency Management (FEMA) / Applied Technological Council (ATC) can be adapted for establishing non-linear seismic parameters. The fundamental need is to establish demand Response Spectra (RS) for nonlinear analysis for seismic zones in India, similar to the linear ones specified in the IS earthquake code. In some of the recent articles published in India on PA, approach to construct such RS is discussed. But, since there is no similarity in the approach suggested in these articles, the issue still remains unresolved. Purpose of this article is to emphasise the need for the Bureau of Indian Standards (BIS) to publish a code on nonlinear pushover analysis; or as a first step, to publish demand Response spectra for seismic zones in India for nonlinear analysis.
机译:印度标准代码中尚未引入Pushover分析(PA)。但是,可以将由联邦紧急事务管理(FEMA)/应用技术委员会(ATC)指定的程序进行调整,以建立非线性地震参数。基本需求是建立需求响应谱(RS),以进行印度地震带的非线性分析,类似于IS地震规范中指定的线性响应谱。在印度最近发表的有关PA的一些文章中,讨论了构建这种RS的方法。但是,由于这些文章中建议的方法没有相似之处,因此该问题仍未解决。本文的目的是强调印度标准局(BIS)需要发布有关非线性下垂分析的代码;或作为第一步,发布印度地震带的需求响应谱以进行非线性分析。

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