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    Simplified Hysteretic Finite-Element Model for Wood and Viscoelastic Polymer Connections for the Dynamic Analysis of Shear Walls

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author:
    A. S. Blasetti
    ,
    R. M. Hoffman
    ,
    D. W. Dinehart
    DOI: 10.1061/(ASCE)0733-9445(2008)134:1(77)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simplified methodology of modeling the complex hysteretic behaviors of wood sheathing connections using basic elements found in commercially available finite-element analysis software. By combining these basic elements, customized connection elements that often require extensive programming can be eliminated. This both simplifies the modeling process and adds versatility to the model, such that it can be modified for different types of sheathing connections. A typical nailed sheathing connection has successfully been modeled and implemented into a shear wall model using this methodology. In addition, an innovative viscoelastic (VE) sheathing connection has been modeled using the same strategy and was used in a VE shear wall model. Though this study was focused on wood frame shear walls and their connections, the proposed modeling technique may be applied to virtually all structural components with hysteretic behaviors.
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      Simplified Hysteretic Finite-Element Model for Wood and Viscoelastic Polymer Connections for the Dynamic Analysis of Shear Walls

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35127
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    • Journal of Structural Engineering

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    contributor authorA. S. Blasetti
    contributor authorR. M. Hoffman
    contributor authorD. W. Dinehart
    date accessioned2017-05-08T21:00:23Z
    date available2017-05-08T21:00:23Z
    date copyrightJanuary 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A1%2877%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35127
    description abstractThis paper presents a simplified methodology of modeling the complex hysteretic behaviors of wood sheathing connections using basic elements found in commercially available finite-element analysis software. By combining these basic elements, customized connection elements that often require extensive programming can be eliminated. This both simplifies the modeling process and adds versatility to the model, such that it can be modified for different types of sheathing connections. A typical nailed sheathing connection has successfully been modeled and implemented into a shear wall model using this methodology. In addition, an innovative viscoelastic (VE) sheathing connection has been modeled using the same strategy and was used in a VE shear wall model. Though this study was focused on wood frame shear walls and their connections, the proposed modeling technique may be applied to virtually all structural components with hysteretic behaviors.
    publisherAmerican Society of Civil Engineers
    titleSimplified Hysteretic Finite-Element Model for Wood and Viscoelastic Polymer Connections for the Dynamic Analysis of Shear Walls
    typeJournal Paper
    journal volume134
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:1(77)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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