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    Racking Performance of Structural Insulated Panels

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author:
    Abdy Kermani
    ,
    Robert Hairstans
    DOI: 10.1061/(ASCE)0733-9445(2006)132:11(1806)
    Publisher: American Society of Civil Engineers
    Abstract: Formed from a thick layer of polystyrene foam sandwiched between two layers of oriented strand board, structural insulated panels (SIPs) are a viable alternative to traditional wood stud shear walls. Developed in North America, SIPs satisfy building performance criteria while being both sustainable and cost effective. This paper details a comprehensive experimental and parametric study at Napier University examining the structural performance of shear walls constructed of SIPs under the action of both racking loads and combined bending and axial compression. The effects of size and position of openings, for doors and windows, were examined and compared to designs carried out in accordance with BS 5268 and Eurocode 5. The study has demonstrated that SIPs perform as an effective composite material possessing the strength and stiffness necessary to sustain required design loads.
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      Racking Performance of Structural Insulated Panels

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    contributor authorAbdy Kermani
    contributor authorRobert Hairstans
    date accessioned2017-05-08T20:59:41Z
    date available2017-05-08T20:59:41Z
    date copyrightNovember 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A11%281806%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34691
    description abstractFormed from a thick layer of polystyrene foam sandwiched between two layers of oriented strand board, structural insulated panels (SIPs) are a viable alternative to traditional wood stud shear walls. Developed in North America, SIPs satisfy building performance criteria while being both sustainable and cost effective. This paper details a comprehensive experimental and parametric study at Napier University examining the structural performance of shear walls constructed of SIPs under the action of both racking loads and combined bending and axial compression. The effects of size and position of openings, for doors and windows, were examined and compared to designs carried out in accordance with BS 5268 and Eurocode 5. The study has demonstrated that SIPs perform as an effective composite material possessing the strength and stiffness necessary to sustain required design loads.
    publisherAmerican Society of Civil Engineers
    titleRacking Performance of Structural Insulated Panels
    typeJournal Paper
    journal volume132
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:11(1806)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 011
    contenttypeFulltext
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