A comparative study of seismic performance of RC frames with masonry infills

被引：9

作者：

Oinam, Romanbabu M. ^{[1
]}

Sugumar, Ruban ^{[1
]}

Sahoo, Dipti Ranjan ^{[1
]}

机构：

[1] Indian Inst Technol Delhi, Dept Civil Engn, New Delhi 110016, India

来源：

PLASTICITY AND IMPACT MECHANICS | 2017年 / 173卷

关键词：

Cyclic loading; Masonry; Reinforced concrete; Pinching; Non-linear static pushover; EARTHQUAKE;

D O I：

10.1016/j.proeng.2016.12.220

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In this study, three geometrically similar frames, having different configurations of masonry infills, has been investigated. The frames have been modelled in OpenSees simulation platform, utilising material and section properties available in its library. This paper mainly focusses on studying the effect of masonry infills in the RC frames and its hysteretic response during an earthquake event, where it is expected to go into the non-linear range. Static non-linear cyclic pushover analysis has been carried out to predict the seismic performance of the study frames. A detailed discussion on the modelling, hysteretic response, lateral strength and ductility of the RC frames with masonry infills has been presented. (C) 2017 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).

引用

页码：1784 / 1791

页数：8

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