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Rock and Soil Mechanics. 2006, (11) Core

Analysis of random responses to earthquake of parallel base isolated structureChinese Full Text

ZHANG Fu-you,LIU Han-long,CUI Yi-bin(Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China)

Abstract: In accordance with the random vibration theory,the statistical probabilistic characteristics about the maximum displacement response between layers of parallel base isolated structure,are analyzed;the calculating formula of displacement mean value and standard variation value are derived.With a 4-story parallel base isolated RC frame chosen as numerical example,the results of the mean and standard variation responses of the maximum inter-story drift are gained.It indicates that the maximum displ... More
Keywords：

parallel base isolated structure; sliding isolated bearing; random response;

  • DOI：

    10.16285/j.rsm.2006.11.012

  • Series：

    (C) Architecture/ Energy/ Traffic/ Electromechanics, etc

  • Subject：

    Architecture and Engineering

  • Classification Code：

    TU352.12

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