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    Lateral‐Load Tests of R/C Slab‐Column Connections

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author:
    Denby G. Morrison
    ,
    Ikuo Hirasawa
    ,
    Mete A. Sozen
    DOI: 10.1061/(ASCE)0733-9445(1983)109:11(2698)
    Publisher: American Society of Civil Engineers
    Abstract: The response of interior reinforced concrete plate column connections in a laterally loaded structure is investigated. Nine specimens were tested, five statically and four dynamically to simulate earthquake loading. This paper describes results from statically tested specimens. Experimental variables include reinforcement ratio and amount of superimposed slab load. Nominal slab dimensions were
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      Lateral‐Load Tests of R/C Slab‐Column Connections

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28867
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    contributor authorDenby G. Morrison
    contributor authorIkuo Hirasawa
    contributor authorMete A. Sozen
    date accessioned2017-05-08T20:50:26Z
    date available2017-05-08T20:50:26Z
    date copyrightNovember 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A11%282698%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28867
    description abstractThe response of interior reinforced concrete plate column connections in a laterally loaded structure is investigated. Nine specimens were tested, five statically and four dynamically to simulate earthquake loading. This paper describes results from statically tested specimens. Experimental variables include reinforcement ratio and amount of superimposed slab load. Nominal slab dimensions were
    publisherAmerican Society of Civil Engineers
    titleLateral‐Load Tests of R/C Slab‐Column Connections
    typeJournal Paper
    journal volume109
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:11(2698)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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