Considering dynamic parameters of damaged structure in MPA and YPS nonlinear static procedures for asymmetric buildings

被引：0

作者：

Moslemi, Mehdi ^{[1
]}

Chizari, Hossein ^{[2
]}

Moghadam, Abdolreza Sarvghad ^{[3
]}

机构：

[1] Ryerson Univ, Dept Civil Engn, Toronto, ON M5B 2K3, Canada

[2] Azad Univ, Sci & Res Branch, Dept Civil Engn, Tehran, Iran

[3] Int Inst Earthquake Engn & Seismol, Struct Engn Res Ctr, Tehran, Iran

来源：

STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS | 2014年 / 23卷 / 08期

关键词：

YPS; MPA; nonlinear static procedures; asymmetric buildings; modal characteristics; damaged structure;

D O I：

10.1002/tal.1070

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The yield point spectra and modal pushover procedures have already been used in seismic design of new buildings and vulnerability evaluation of existing structures. This paper initially identifies the similarities and differences of the two procedures. Then, the modal characteristics of damaged structure are used to modify their methodologies. The applications of the procedures in estimating displacement, interstory drift index and plastic hinge rotation responses of asymmetric buildings are investigated for three 5-story reinforced concrete moment-resisting frame-building models. The results show considerable improvement in estimating the responses of those asymmetric buildings. Copyright (c) 2013 John Wiley & Sons, Ltd.

引用

页码：619 / 640

页数：22

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