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    Seismic Evaluation of Steel Moment Frame Buildings Designed Using Different R -Values

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author:
    Kihak Lee
    ,
    Douglas A. Foutch
    DOI: 10.1061/(ASCE)0733-9445(2006)132:9(1461)
    Publisher: American Society of Civil Engineers
    Abstract: Current seismic design procedures, which permit the estimation of inelastic deformation capacity of lateral force resisting systems, have been questioned since no rationality exists for determining the values of
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      Seismic Evaluation of Steel Moment Frame Buildings Designed Using Different R -Values

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34882
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    contributor authorKihak Lee
    contributor authorDouglas A. Foutch
    date accessioned2017-05-08T20:59:59Z
    date available2017-05-08T20:59:59Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A9%281461%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34882
    description abstractCurrent seismic design procedures, which permit the estimation of inelastic deformation capacity of lateral force resisting systems, have been questioned since no rationality exists for determining the values of
    publisherAmerican Society of Civil Engineers
    titleSeismic Evaluation of Steel Moment Frame Buildings Designed Using Different R -Values
    typeJournal Paper
    journal volume132
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:9(1461)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 009
    contenttypeFulltext
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