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    Design Considerations for Using Adhesives in Shear Walls

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author:
    J. D. Dolan
    ,
    M. W. White
    DOI: 10.1061/(ASCE)0733-9445(1992)118:12(3473)
    Publisher: American Society of Civil Engineers
    Abstract: The results of earthquake tests of light-frame, wood shear walls conducted by several researchers are reviewed. The effect of using adhesives to attach the sheathing material to the framing is considered, specifically, potential problems due to the adhesive strengthening and stiffening of the wall system when subjected to an inertial loading such as an earthquake. None of the current design and building codes used in the United States address the use of adhesives, and engineers may design unsafe structures. Change in probable failure modes from the traditional ductile yielding of the nail connections between the sheathing and the framing to the anchorage connections or adjacent structural components is highlighted. Recommendations for changes that should be made to the building and design codes are suggested. Changes to the seismic design procedures only are recommended and the improved performance of adhesives in shear walls subjected to wind or other applied loads is acknowledged.
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      Design Considerations for Using Adhesives in Shear Walls

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31323
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    • Journal of Structural Engineering

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    contributor authorJ. D. Dolan
    contributor authorM. W. White
    date accessioned2017-05-08T20:54:30Z
    date available2017-05-08T20:54:30Z
    date copyrightDecember 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A12%283473%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31323
    description abstractThe results of earthquake tests of light-frame, wood shear walls conducted by several researchers are reviewed. The effect of using adhesives to attach the sheathing material to the framing is considered, specifically, potential problems due to the adhesive strengthening and stiffening of the wall system when subjected to an inertial loading such as an earthquake. None of the current design and building codes used in the United States address the use of adhesives, and engineers may design unsafe structures. Change in probable failure modes from the traditional ductile yielding of the nail connections between the sheathing and the framing to the anchorage connections or adjacent structural components is highlighted. Recommendations for changes that should be made to the building and design codes are suggested. Changes to the seismic design procedures only are recommended and the improved performance of adhesives in shear walls subjected to wind or other applied loads is acknowledged.
    publisherAmerican Society of Civil Engineers
    titleDesign Considerations for Using Adhesives in Shear Walls
    typeJournal Paper
    journal volume118
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:12(3473)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012
    contenttypeFulltext
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