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    Seismic Response of Low‐Rise Steel Frames

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author:
    W. Youssef‐Agha
    ,
    H. M. Aktan
    ,
    O. D. Olowokere
    DOI: 10.1061/(ASCE)0733-9445(1989)115:3(594)
    Publisher: American Society of Civil Engineers
    Abstract: The study is directed towards the development of a practical analytical method for obtaining moment‐rotation curves for a semirigid beam‐to‐column bolted connections. The results are used in the DRAIN‐2D computer program to predict the drift of low‐rise steel frames under seismic load. Comparison of the developed theoretical model results are made to existing experimental data.
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      Seismic Response of Low‐Rise Steel Frames

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    https://yetl.yabesh.ir/yetl1/handle/yetl/30535
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    contributor authorW. Youssef‐Agha
    contributor authorH. M. Aktan
    contributor authorO. D. Olowokere
    date accessioned2017-05-08T20:53:14Z
    date available2017-05-08T20:53:14Z
    date copyrightMarch 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A3%28594%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30535
    description abstractThe study is directed towards the development of a practical analytical method for obtaining moment‐rotation curves for a semirigid beam‐to‐column bolted connections. The results are used in the DRAIN‐2D computer program to predict the drift of low‐rise steel frames under seismic load. Comparison of the developed theoretical model results are made to existing experimental data.
    publisherAmerican Society of Civil Engineers
    titleSeismic Response of Low‐Rise Steel Frames
    typeJournal Paper
    journal volume115
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:3(594)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 003
    contenttypeFulltext
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