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    Performance of Concrete Column Using Welded Wire Mesh as Lateral Ties Subjected to Lateral Loading

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 027 ):;issue: 001::page 04021070
    Author:
    Mitra Damodaran Chitra
    ,
    Bindhu Kochunarayana Rugmini
    DOI: 10.1061/(ASCE)SC.1943-5576.0000653
    Publisher: ASCE
    Abstract: The present study recommends a confining reinforcement mechanism, welded wire mesh (WWM), to enhance the performance of columns during seismic loading. Experimental studies were done on concrete columns confined by WWM and subjected to axial load and reverse cyclic lateral loading. Enhancement in the performance was noted in specimens with WWM with 3×3 mesh size exhibiting 2.65 times the energy absorption and 73% more cyclic lateral load capacity in comparison with specimens with conventional confinement as stipulated in the Indian standard code.
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      Performance of Concrete Column Using Welded Wire Mesh as Lateral Ties Subjected to Lateral Loading

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    contributor authorMitra Damodaran Chitra
    contributor authorBindhu Kochunarayana Rugmini
    date accessioned2022-05-07T20:19:28Z
    date available2022-05-07T20:19:28Z
    date issued2021-10-27
    identifier other(ASCE)SC.1943-5576.0000653.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282273
    description abstractThe present study recommends a confining reinforcement mechanism, welded wire mesh (WWM), to enhance the performance of columns during seismic loading. Experimental studies were done on concrete columns confined by WWM and subjected to axial load and reverse cyclic lateral loading. Enhancement in the performance was noted in specimens with WWM with 3×3 mesh size exhibiting 2.65 times the energy absorption and 73% more cyclic lateral load capacity in comparison with specimens with conventional confinement as stipulated in the Indian standard code.
    publisherASCE
    titlePerformance of Concrete Column Using Welded Wire Mesh as Lateral Ties Subjected to Lateral Loading
    typeJournal Paper
    journal volume27
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000653
    journal fristpage04021070
    journal lastpage04021070-9
    page9
    treePractice Periodical on Structural Design and Construction:;2021:;Volume ( 027 ):;issue: 001
    contenttypeFulltext
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