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    Behavior of Slender, Posttensioned Masonry Walls under Transverse Loading

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author:
    Jennifer R. Bean Popehn
    ,
    Arturo E. Schultz
    ,
    Christopher R. Drake
    DOI: 10.1061/(ASCE)0733-9445(2007)133:11(1541)
    Publisher: American Society of Civil Engineers
    Abstract: A conceptual model of the response of slender, posttensioned masonry walls to uniformly distributed, transverse loading is introduced and verified through an experimental program. To validate the model, 12 simply supported 3.54 m (11.6 ft) tall walls with
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      Behavior of Slender, Posttensioned Masonry Walls under Transverse Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34933
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    contributor authorJennifer R. Bean Popehn
    contributor authorArturo E. Schultz
    contributor authorChristopher R. Drake
    date accessioned2017-05-08T21:00:04Z
    date available2017-05-08T21:00:04Z
    date copyrightNovember 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A11%281541%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34933
    description abstractA conceptual model of the response of slender, posttensioned masonry walls to uniformly distributed, transverse loading is introduced and verified through an experimental program. To validate the model, 12 simply supported 3.54 m (11.6 ft) tall walls with
    publisherAmerican Society of Civil Engineers
    titleBehavior of Slender, Posttensioned Masonry Walls under Transverse Loading
    typeJournal Paper
    journal volume133
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:11(1541)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 011
    contenttypeFulltext
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