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    Numerical Study of Masonry-Infilled RC Frames Retrofitted with ECC Overlays

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author:
    Ioannis Koutromanos
    ,
    P. Benson Shing
    DOI: 10.1061/(ASCE)ST.1943-541X.0000934
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a nonlinear finite-element modeling method to evaluate the seismic performance of reinforced concrete (RC) frames that have unreinforced masonry infill walls retrofitted with engineered cementitious composite (ECC) overlays. The method has been validated by results of shake-table tests conducted on a
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      Numerical Study of Masonry-Infilled RC Frames Retrofitted with ECC Overlays

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71302
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    contributor authorIoannis Koutromanos
    contributor authorP. Benson Shing
    date accessioned2017-05-08T22:05:58Z
    date available2017-05-08T22:05:58Z
    date copyrightJuly 2014
    date issued2014
    identifier other26167503.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71302
    description abstractThis paper presents a nonlinear finite-element modeling method to evaluate the seismic performance of reinforced concrete (RC) frames that have unreinforced masonry infill walls retrofitted with engineered cementitious composite (ECC) overlays. The method has been validated by results of shake-table tests conducted on a
    publisherAmerican Society of Civil Engineers
    titleNumerical Study of Masonry-Infilled RC Frames Retrofitted with ECC Overlays
    typeJournal Paper
    journal volume140
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000934
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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