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    Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author:
    Bennett R. Banting
    ,
    Wael W. El-Dakhakhni
    DOI: 10.1061/(ASCE)ST.1943-541X.0000895
    Publisher: American Society of Civil Engineers
    Abstract: The design of reinforced masonry (RM) structural walls subject to high inelastic curvature demands can often be hindered by prescriptive requirements in design codes regarding the ratio between compression zone depth (
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      Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68836
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    contributor authorBennett R. Banting
    contributor authorWael W. El-Dakhakhni
    date accessioned2017-05-08T22:01:08Z
    date available2017-05-08T22:01:08Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29st%2E1943-541x%2E173.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68836
    description abstractThe design of reinforced masonry (RM) structural walls subject to high inelastic curvature demands can often be hindered by prescriptive requirements in design codes regarding the ratio between compression zone depth (
    publisherAmerican Society of Civil Engineers
    titleSeismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements
    typeJournal Paper
    journal volume140
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000895
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    contenttypeFulltext
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