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    Evaluation of Seismic Response of RC Buildings Loaded to Failure

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author:
    A. E. Aktan
    ,
    V. V. Bertero
    DOI: 10.1061/(ASCE)0733-9445(1987)113:5(1092)
    Publisher: American Society of Civil Engineers
    Abstract: Two 1/3‐scale four‐story RC coupled wall subassemblies and a 1/5‐scale seven‐story complete RC frame‐wall building are subjected to simulated seismic loads to failure. Each specimen represents a different case of seismic design. While design of one of the coupled wall subassemblies is in complete accord with the
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      Evaluation of Seismic Response of RC Buildings Loaded to Failure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/30056
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    contributor authorA. E. Aktan
    contributor authorV. V. Bertero
    date accessioned2017-05-08T20:52:28Z
    date available2017-05-08T20:52:28Z
    date copyrightMay 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A5%281092%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30056
    description abstractTwo 1/3‐scale four‐story RC coupled wall subassemblies and a 1/5‐scale seven‐story complete RC frame‐wall building are subjected to simulated seismic loads to failure. Each specimen represents a different case of seismic design. While design of one of the coupled wall subassemblies is in complete accord with the
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Seismic Response of RC Buildings Loaded to Failure
    typeJournal Paper
    journal volume113
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:5(1092)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 005
    contenttypeFulltext
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