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    Hysteretic Behavior Characterization of Friction-Damped Braced Frames

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author:
    Piero Colajanni
    ,
    Maurizio Papia
    DOI: 10.1061/(ASCE)0733-9445(1997)123:8(1020)
    Publisher: American Society of Civil Engineers
    Abstract: The dissipative capacity of friction-damped bracing systems is evaluated by a statistical characterization of the amplitude and frequency of the slip excursions during a seismic excitation. One-story, friction-damped braced frames are subjected to artificially generated stationary accelerograms, which are compatible with the normalized elastic response spectrum proposed by
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      Hysteretic Behavior Characterization of Friction-Damped Braced Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32793
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    contributor authorPiero Colajanni
    contributor authorMaurizio Papia
    date accessioned2017-05-08T20:56:49Z
    date available2017-05-08T20:56:49Z
    date copyrightAugust 1997
    date issued1997
    identifier other%28asce%290733-9445%281997%29123%3A8%281020%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32793
    description abstractThe dissipative capacity of friction-damped bracing systems is evaluated by a statistical characterization of the amplitude and frequency of the slip excursions during a seismic excitation. One-story, friction-damped braced frames are subjected to artificially generated stationary accelerograms, which are compatible with the normalized elastic response spectrum proposed by
    publisherAmerican Society of Civil Engineers
    titleHysteretic Behavior Characterization of Friction-Damped Braced Frames
    typeJournal Paper
    journal volume123
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1997)123:8(1020)
    treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008
    contenttypeFulltext
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