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    Safety Assessment of Gravity Load–Designed Reinforced Concrete–Framed Buildings

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 002
    Author:
    Dhir Prateek Kumar;Davis Robin;Sarkar Pradip
    DOI: 10.1061/AJRUA6.0000955
    Publisher: American Society of Civil Engineers
    Abstract: A 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.
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      Safety Assessment of Gravity Load–Designed Reinforced Concrete–Framed Buildings

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4250182
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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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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