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    Force Transfer around Openings in Cross-Laminated Timber Shear Walls

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author:
    Sai Ganesh S. Pai
    ,
    Frank Lam
    ,
    Terje Haukaas
    DOI: 10.1061/(ASCE)ST.1943-541X.0001674
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study on force transfer around openings (FTAO) in cross-laminated timber (CLT) shear walls. To elucidate the load transfer mechanism in CLT walls, this study used finite-element models to study five different CLT shear wall configurations. The effect of uncertainty in the behavior of connectors in the wall over its force-deformation behavior and design transfer force was also studied. In a coupled-panel wall, the presence of an opening decreased the strength and stiffness of the wall and tie-rods were provided as reinforcement to limit the deformation between the panels in the wall and to improve its strength and stiffness. The models presented here provide a tool to determine the transfer force in a CLT shear wall for design of tie-rods and develop a better understanding of load distribution within the wall.
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      Force Transfer around Openings in Cross-Laminated Timber Shear Walls

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4237087
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    contributor authorSai Ganesh S. Pai
    contributor authorFrank Lam
    contributor authorTerje Haukaas
    date accessioned2017-12-16T08:59:01Z
    date available2017-12-16T08:59:01Z
    date issued2017
    identifier other%28ASCE%29ST.1943-541X.0001674.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237087
    description abstractThis paper presents a study on force transfer around openings (FTAO) in cross-laminated timber (CLT) shear walls. To elucidate the load transfer mechanism in CLT walls, this study used finite-element models to study five different CLT shear wall configurations. The effect of uncertainty in the behavior of connectors in the wall over its force-deformation behavior and design transfer force was also studied. In a coupled-panel wall, the presence of an opening decreased the strength and stiffness of the wall and tie-rods were provided as reinforcement to limit the deformation between the panels in the wall and to improve its strength and stiffness. The models presented here provide a tool to determine the transfer force in a CLT shear wall for design of tie-rods and develop a better understanding of load distribution within the wall.
    publisherAmerican Society of Civil Engineers
    titleForce Transfer around Openings in Cross-Laminated Timber Shear Walls
    typeJournal Paper
    journal volume143
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001674
    treeJournal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    contenttypeFulltext
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