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    Estimation of Seismic Demands on Isolators Based on Nonlinear Analysis

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author:
    Keri L. Ryan
    ,
    Anil K. Chopra
    DOI: 10.1061/(ASCE)0733-9445(2004)130:3(392)
    Publisher: American Society of Civil Engineers
    Abstract: A procedure based on rigorous nonlinear analysis that estimates the deformation and force of an isolator due to strong ground motion is presented. The procedure offers an alternative to the iterative equivalent-linear methods used by current U.S. building codes. The governing equation is reduced to a form such that the median normalized deformation of the system due to an ensemble of ground motions with a given corner period
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      Estimation of Seismic Demands on Isolators Based on Nonlinear Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34256
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    contributor authorKeri L. Ryan
    contributor authorAnil K. Chopra
    date accessioned2017-05-08T20:58:58Z
    date available2017-05-08T20:58:58Z
    date copyrightMarch 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A3%28392%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34256
    description abstractA procedure based on rigorous nonlinear analysis that estimates the deformation and force of an isolator due to strong ground motion is presented. The procedure offers an alternative to the iterative equivalent-linear methods used by current U.S. building codes. The governing equation is reduced to a form such that the median normalized deformation of the system due to an ensemble of ground motions with a given corner period
    publisherAmerican Society of Civil Engineers
    titleEstimation of Seismic Demands on Isolators Based on Nonlinear Analysis
    typeJournal Paper
    journal volume130
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:3(392)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 003
    contenttypeFulltext
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