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Application of Buckling Restrained Braces for Seismic Strengthening of Irregular Gravity Load Designed Reinforced Concrete Frame Buildings

机译:屈曲约束支撑在不规则重力荷载设计钢筋混凝土框架结构抗震加固中的应用

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摘要

Past earthquake disasters have shown that irregular gravity load designed (GLD) reinforced concrete (RC) frame buildings were very vulnerable to strong ground shaking. Many of them collapsed and caused loss of human lives as well as materials. Hence, in order to prevent future disasters, this type of buildings needs to be strengthened against earthquake. This paper presents a case study of an innovative approach for seismic strengthening of a typical six story residential building with a soft/weak first story using buckling restrained braces (BRBs). The seismic performance of the original GLD building and the retrofitted one are compared using three dimensional nonlinear dynamic time history analysis in OpenSees. The analysis results show that the innovative seismic strengthening approach for irregular GLD RC frame buildings using BRBs can significantly reduce maximum story drifts as well as building damages which benefits in reducing the risk of building’s collapse during earthquake.
机译:过去的地震灾难表明,不规则重力设计(GLD)钢筋混凝土(RC)框架建筑物非常容易受到强烈的地面震动。其中许多倒塌并造成人员伤亡和财产损失。因此,为了防止将来的灾难,需要对这种类型的建筑物进行抗震加固。本文介绍了一种创新方法的案例研究,该方法采用抗弯支撑(BRB)对具有软/弱第一层的典型六层住宅建筑进行抗震加固。使用OpenSees中的三维非线性动态时程分析,比较了原始GLD建筑和翻新建筑的抗震性能。分析结果表明,使用BRB的不规则GLD RC框架建筑物的创新抗震加固方法可以显着减少最大楼层漂移以及建筑物破坏,这有利于减少地震期间建筑物坍塌的风险。

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  • 作者单位
  • 年度 2011
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  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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