An Analytical Study on the Seismic Vulnerability of Masonry Buildings in India

被引：17
|
作者：
Singh, Yogendra [1 ]
Lang, Dominik H. [2 ]
Prasad, J. S. R. [1 ]
Deoliya, Rajesh [3 ]
机构：
[1] Indian Inst Technol Roorkee, Dept Earthquake Engn, Roorkee, Uttarakhand, India
[2] NORSAR Int Ctr Geohazards ICG, Kjeller, Norway
[3] CSIR Cent Bldg Res Inst CBRI, Roorkee, Uttar Pradesh, India
来源：
JOURNAL OF EARTHQUAKE ENGINEERING | 2013年 / 17卷 / 03期
关键词：
Masonry Buildings; Vulnerability; Damage Probability Matrix; Pushover Analysis; Displacement Modification Method; WALLS; MODEL;
D O I：
10.1080/13632469.2012.746210
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Two analytical models for unreinforced masonry (URM) buildings are proposed with the aim to simulate their seismic response and to estimate corresponding vulnerability functions. The proposed models are implemented in SAP 2000 nonlinear software to obtain capacity curve parameters for representative Indian URM buildings, based on a field survey and statistical analysis. Vulnerability functions are estimated using the obtained capacity curves. Damage Probability Matrices (DPMs) are obtained using the approximate PGA-intensity correlation relationship as per Indian seismic building code and are compared with the commonly used intensity scales and empirical damage data observed after the 2001 Bhuj earthquake.
引用
收藏
页码：399 / 422
页数：24
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