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    Full-Scale Test of Composite Frame under Large Cyclic Loading

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author:
    Masayoshi Nakashima
    ,
    Tomohiro Matsumiya
    ,
    Keiichiro Suita
    ,
    Feng Zhou
    DOI: 10.1061/(ASCE)0733-9445(2007)133:2(297)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study on a steel moment frame with reinforced concrete (RC) floor slab that was subjected to horizontal cyclic loading leading to very large deformations. The primary objective of this test was to examine the interaction (composite action) between the steel beam and the RC floor slab. The steel beam moment capacity increased about 1.5 times in positive bending with the presence of the RC floor slab. During small beam rotations of
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      Full-Scale Test of Composite Frame under Large Cyclic Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34988
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    contributor authorMasayoshi Nakashima
    contributor authorTomohiro Matsumiya
    contributor authorKeiichiro Suita
    contributor authorFeng Zhou
    date accessioned2017-05-08T21:00:08Z
    date available2017-05-08T21:00:08Z
    date copyrightFebruary 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A2%28297%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34988
    description abstractThis paper presents an experimental study on a steel moment frame with reinforced concrete (RC) floor slab that was subjected to horizontal cyclic loading leading to very large deformations. The primary objective of this test was to examine the interaction (composite action) between the steel beam and the RC floor slab. The steel beam moment capacity increased about 1.5 times in positive bending with the presence of the RC floor slab. During small beam rotations of
    publisherAmerican Society of Civil Engineers
    titleFull-Scale Test of Composite Frame under Large Cyclic Loading
    typeJournal Paper
    journal volume133
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:2(297)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 002
    contenttypeFulltext
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