YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Hysteretic Dampers in Base Isolation: Random Approach

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author:
    Michalakis C. Constantinou
    ,
    Iradj G. Tadjbakhsh
    DOI: 10.1061/(ASCE)0733-9445(1985)111:4(705)
    Publisher: American Society of Civil Engineers
    Abstract: A method of random vibration analysis of base isolated structures with hysteretic dampers is employed. The hysteretic restoring force is modeled by a nonlinear differential equation. The equations of motion for shear type structures are linearized in closed form. Nonstationary response statistics for evolutionary nonwhite excitation are determined by solving the associated Lyapunov matrix differential equation. An optimization study which is based on the stationary response is also presented.
    • Download: (957.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Hysteretic Dampers in Base Isolation: Random Approach

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/29529
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorMichalakis C. Constantinou
    contributor authorIradj G. Tadjbakhsh
    date accessioned2017-05-08T20:51:36Z
    date available2017-05-08T20:51:36Z
    date copyrightApril 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A4%28705%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29529
    description abstractA method of random vibration analysis of base isolated structures with hysteretic dampers is employed. The hysteretic restoring force is modeled by a nonlinear differential equation. The equations of motion for shear type structures are linearized in closed form. Nonstationary response statistics for evolutionary nonwhite excitation are determined by solving the associated Lyapunov matrix differential equation. An optimization study which is based on the stationary response is also presented.
    publisherAmerican Society of Civil Engineers
    titleHysteretic Dampers in Base Isolation: Random Approach
    typeJournal Paper
    journal volume111
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:4(705)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 004
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian