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

    Behavior of Wood‐Framed Shear Walls

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author:
    Ajaya K. Gupta
    ,
    George P. Kuo
    DOI: 10.1061/(ASCE)0733-9445(1985)111:8(1722)
    Publisher: American Society of Civil Engineers
    Abstract: Shear walls play an important role in the wind and seismic resistance of low‐rise wood‐framed buildings. The behavior of shear walls is primarily governed by the nail force‐slip characteristics. The bending stiffness of studs and the shear stiffness of the sheathing play an important role in providing the stiffness. But the studs and the sheathing play a secondary role in defining the load‐deformation properties. New models are presented to represent the shear behavior of these walls. It is shown that the proposed models are comparable to the finite element model, and give results which are in good agreement with the test results. The proposed models are particularly suitable for repetitive applications, e.g., in a nonlinear dynamic analysis.
    • Download: (617.7Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Behavior of Wood‐Framed Shear Walls

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29615
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorAjaya K. Gupta
    contributor authorGeorge P. Kuo
    date accessioned2017-05-08T20:51:44Z
    date available2017-05-08T20:51:44Z
    date copyrightAugust 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A8%281722%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29615
    description abstractShear walls play an important role in the wind and seismic resistance of low‐rise wood‐framed buildings. The behavior of shear walls is primarily governed by the nail force‐slip characteristics. The bending stiffness of studs and the shear stiffness of the sheathing play an important role in providing the stiffness. But the studs and the sheathing play a secondary role in defining the load‐deformation properties. New models are presented to represent the shear behavior of these walls. It is shown that the proposed models are comparable to the finite element model, and give results which are in good agreement with the test results. The proposed models are particularly suitable for repetitive applications, e.g., in a nonlinear dynamic analysis.
    publisherAmerican Society of Civil Engineers
    titleBehavior of Wood‐Framed Shear Walls
    typeJournal Paper
    journal volume111
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:8(1722)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
    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