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    Cyclic Analysis of Wood Shear Walls

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author:
    Bryan Folz
    ,
    Andre Filiatrault
    DOI: 10.1061/(ASCE)0733-9445(2001)127:4(433)
    Publisher: American Society of Civil Engineers
    Abstract: A simple numerical model to predict the load-displacement response and energy dissipation characteristics of wood shear walls under general quasi-static cyclic loading is presented. In this model the shear wall is composed of three structural components: rigid framing members, linear elastic sheathing panels, and nonlinear sheathing-to-framing connectors. The hysteretic model for the sheathing-to-framing connector takes account of pinching behavior and strength and stiffness degradation under cyclic loading. A robust displacement control solution strategy is utilized to predict the wall response under general cyclic loading protocols. The shear wall model has been incorporated into the computer program CASHEW (Cyclic Analysis of SHEar Walls). The predictive capabilities of this program are compared with monotonic and cyclic tests of full-scale wood shear walls. It is shown that this model can accurately predict the load-displacement response and energy dissipation characteristic of wood shear walls under general cyclic loading. As an application of the CASHEW program, a procedure is presented for calibrating a single degree-of-freedom system to predict the complete nonlinear dynamic response of shear walls under seismic loading.
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      Cyclic Analysis of Wood Shear Walls

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    contributor authorBryan Folz
    contributor authorAndre Filiatrault
    date accessioned2017-05-08T20:57:58Z
    date available2017-05-08T20:57:58Z
    date copyrightApril 2001
    date issued2001
    identifier other%28asce%290733-9445%282001%29127%3A4%28433%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33591
    description abstractA simple numerical model to predict the load-displacement response and energy dissipation characteristics of wood shear walls under general quasi-static cyclic loading is presented. In this model the shear wall is composed of three structural components: rigid framing members, linear elastic sheathing panels, and nonlinear sheathing-to-framing connectors. The hysteretic model for the sheathing-to-framing connector takes account of pinching behavior and strength and stiffness degradation under cyclic loading. A robust displacement control solution strategy is utilized to predict the wall response under general cyclic loading protocols. The shear wall model has been incorporated into the computer program CASHEW (Cyclic Analysis of SHEar Walls). The predictive capabilities of this program are compared with monotonic and cyclic tests of full-scale wood shear walls. It is shown that this model can accurately predict the load-displacement response and energy dissipation characteristic of wood shear walls under general cyclic loading. As an application of the CASHEW program, a procedure is presented for calibrating a single degree-of-freedom system to predict the complete nonlinear dynamic response of shear walls under seismic loading.
    publisherAmerican Society of Civil Engineers
    titleCyclic Analysis of Wood Shear Walls
    typeJournal Paper
    journal volume127
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2001)127:4(433)
    treeJournal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 004
    contenttypeFulltext
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