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    Development of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir

    Source: Journal of Performance of Constructed Facilities:;2023:;Volume ( 037 ):;issue: 004::page 04023029-1
    Author:
    Muhammad Masood Rafi
    ,
    Muhammad Ahmed
    ,
    Sarosh Hashmat Lodi
    ,
    Humberto Varum
    ,
    Muhammad Tausif Arshad
    ,
    Naveed Alam
    DOI: 10.1061/JPCFEV.CFENG-4441
    Publisher: ASCE
    Abstract: This paper presents fragility functions for clay brick unreinforced masonry (URM) buildings that were developed using the data of damage and earthquake intensity by the September 24, 2019, Mirpur, Azad Jammu and Kashmir earthquake. These data were collected through reconnaissance surveys in the affected region. The intensity of the earthquake ranged from V to VII on the Modified Mercalli Intensity scale in the surveyed areas. The damage to clay brick piers of bridges was caused by compression or shear-compression forces applied by the vertical seismic forces. Most of the damaged URM buildings showed in-plane wall cracking with very few cases of out-of-plane wall failure. The damage in these buildings was influenced by both the ground motion’s horizontal component and ground motion amplification due to site conditions. The damage types to the URM buildings in the surveyed areas were classified into five damage grades and these data were employed to propose fragility curves for clay brick URM buildings.
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      Development of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4294051
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    contributor authorMuhammad Masood Rafi
    contributor authorMuhammad Ahmed
    contributor authorSarosh Hashmat Lodi
    contributor authorHumberto Varum
    contributor authorMuhammad Tausif Arshad
    contributor authorNaveed Alam
    date accessioned2023-11-28T00:05:20Z
    date available2023-11-28T00:05:20Z
    date issued5/22/2023 12:00:00 AM
    date issued2023-05-22
    identifier otherJPCFEV.CFENG-4441.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294051
    description abstractThis paper presents fragility functions for clay brick unreinforced masonry (URM) buildings that were developed using the data of damage and earthquake intensity by the September 24, 2019, Mirpur, Azad Jammu and Kashmir earthquake. These data were collected through reconnaissance surveys in the affected region. The intensity of the earthquake ranged from V to VII on the Modified Mercalli Intensity scale in the surveyed areas. The damage to clay brick piers of bridges was caused by compression or shear-compression forces applied by the vertical seismic forces. Most of the damaged URM buildings showed in-plane wall cracking with very few cases of out-of-plane wall failure. The damage in these buildings was influenced by both the ground motion’s horizontal component and ground motion amplification due to site conditions. The damage types to the URM buildings in the surveyed areas were classified into five damage grades and these data were employed to propose fragility curves for clay brick URM buildings.
    publisherASCE
    titleDevelopment of Fragility Functions for Brick Masonry Structures Using Damage Data from September 24, 2019, Earthquake in Mirpur, Azad Kashmir
    typeJournal Article
    journal volume37
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/JPCFEV.CFENG-4441
    journal fristpage04023029-1
    journal lastpage04023029-11
    page11
    treeJournal of Performance of Constructed Facilities:;2023:;Volume ( 037 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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