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    Finite-Element Models for Slender, Posttensioned Masonry Walls Loaded Out-of-Plane

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author:
    Jennifer R. Bean Popehn
    ,
    Arturo E. Schultz
    DOI: 10.1061/(ASCE)ST.1943-541X.0000411
    Publisher: American Society of Civil Engineers
    Abstract: Nonlinear finite-element models were developed, verified, and used to simulate the measured response of twelve 3.54 m (11.6 ft) tall posttensioned masonry walls with
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      Finite-Element Models for Slender, Posttensioned Masonry Walls Loaded Out-of-Plane

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    contributor authorJennifer R. Bean Popehn
    contributor authorArturo E. Schultz
    date accessioned2017-05-08T21:59:30Z
    date available2017-05-08T21:59:30Z
    date copyrightDecember 2011
    date issued2011
    identifier other%28asce%29st%2E1943-541x%2E0000451.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68317
    description abstractNonlinear finite-element models were developed, verified, and used to simulate the measured response of twelve 3.54 m (11.6 ft) tall posttensioned masonry walls with
    publisherAmerican Society of Civil Engineers
    titleFinite-Element Models for Slender, Posttensioned Masonry Walls Loaded Out-of-Plane
    typeJournal Paper
    journal volume137
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000411
    treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    contenttypeFulltext
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