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    Seismic Performance of Fixed‐Base and Base‐Isolated Steel Frames

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 005
    Author:
    A. N. Lin
    ,
    H. W. Shenton, III
    DOI: 10.1061/(ASCE)0733-9399(1992)118:5(921)
    Publisher: American Society of Civil Engineers
    Abstract: The seismic performance of fixed‐base and base‐isolated concentrically braced and special moment‐resisting steel frames are determined. The fixed‐base frames are designed in accordance with the 1990 Structural Engineers Association of California (SEAOC)
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      Seismic Performance of Fixed‐Base and Base‐Isolated Steel Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83702
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    contributor authorA. N. Lin
    contributor authorH. W. Shenton, III
    date accessioned2017-05-08T22:36:38Z
    date available2017-05-08T22:36:38Z
    date copyrightMay 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A5%28921%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83702
    description abstractThe seismic performance of fixed‐base and base‐isolated concentrically braced and special moment‐resisting steel frames are determined. The fixed‐base frames are designed in accordance with the 1990 Structural Engineers Association of California (SEAOC)
    publisherAmerican Society of Civil Engineers
    titleSeismic Performance of Fixed‐Base and Base‐Isolated Steel Frames
    typeJournal Paper
    journal volume118
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:5(921)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 005
    contenttypeFulltext
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