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contributor authorDhir Prateek Kumar;Davis Robin;Sarkar Pradip
date accessioned2019-02-26T07:54:18Z
date available2019-02-26T07:54:18Z
date issued2018
identifier otherAJRUA6.0000955.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250182
description abstractA large number of gravity load–designed (GLD) reinforced concrete (RC) buildings are found in many seismic-prone countries including India. Many of them were built before the advent of seismic codes or with the utilization of old and inadequate seismic design criteria. Engineers and decision makers need to have information on the seismic vulnerability of such buildings in a given region for mitigation planning. The present study aims to evaluate the relative seismic vulnerability of a GLD building subjected to seismic hazards in a practical load and resistance factor format corresponding to various seismic zones of India. The results of this study show that the relative vulnerability of the GLD building (with respect to a building designed for seismic forces) shows a multifold increase from lower to higher seismic zone. It also indicates that the GLD buildings existing in higher seismic zones of India (IV and V) should be immediately uninhabited as an urgent mitigation measure.
publisherAmerican Society of Civil Engineers
titleSafety Assessment of Gravity Load–Designed Reinforced Concrete–Framed Buildings
typeJournal Paper
journal volume4
journal issue2
journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
identifier doi10.1061/AJRUA6.0000955
page4018004
treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 002
contenttypeFulltext


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