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    Establishing <i>R<sub>w</sub></i> and <i>C<sub>d</sub></i> Factors for Confined Masonry Buildings

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author:
    María O. Moroni
    ,
    Maximiliano Astroza
    ,
    Juan Gómez
    ,
    Rafael Guzmán
    DOI: 10.1061/(ASCE)0733-9445(1996)122:10(1208)
    Publisher: American Society of Civil Engineers
    Abstract: Seismic design provisions, including the Chilean seismic code, prescribe seismic design forces by reducing a linear elastic response spectra using a response modification factor. The codes also estimate expected maximum inelastic displacement that may occur during a severe earthquake, by amplifying the elastic displacement computed from the design seismic forces by a displacement amplification factor. In this paper, the seismic force reduction factor
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      Establishing <i>R<sub>w</sub></i> and <i>C<sub>d</sub></i> Factors for Confined Masonry Buildings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32346
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    contributor authorMaría O. Moroni
    contributor authorMaximiliano Astroza
    contributor authorJuan Gómez
    contributor authorRafael Guzmán
    date accessioned2017-05-08T20:56:07Z
    date available2017-05-08T20:56:07Z
    date copyrightOctober 1996
    date issued1996
    identifier other%28asce%290733-9445%281996%29122%3A10%281208%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32346
    description abstractSeismic design provisions, including the Chilean seismic code, prescribe seismic design forces by reducing a linear elastic response spectra using a response modification factor. The codes also estimate expected maximum inelastic displacement that may occur during a severe earthquake, by amplifying the elastic displacement computed from the design seismic forces by a displacement amplification factor. In this paper, the seismic force reduction factor
    publisherAmerican Society of Civil Engineers
    titleEstablishing Rw and Cd Factors for Confined Masonry Buildings
    typeJournal Paper
    journal volume122
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1996)122:10(1208)
    treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010
    contenttypeFulltext
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