Skip to Main Content
U.S. Forest Service
Caring for the land and serving people

United States Department of Agriculture

Home > Search > Publication Information

  1. Share via EmailShare on FacebookShare on LinkedInShare on Twitter
    Dislike this pubLike this pub
    Author(s): Vladimir Kochkin; Douglas R. Rammer; Kevin Kauffman; Thomas Wiliamson; Robert J. Ross
    Date: 2015
    Source: USDA Forest Service, Forest Products Laboratory, Research Paper, FPL-RP-682, 2015; 21 p.
    Publication Series: Research Paper (RP)
    Station: Forest Products Laboratory
    PDF: View PDF  (2.0 MB)

    Description

    Increasing stringency of energy codes and the growing market demand for more energy efficient buildings gives structural insulated panel (SIP) construction an opportunity to increase its use in commercial and residential buildings. However, shear wall aspect ratio limitations and lack of knowledge on how to design SIPs with window and door openings are barriers to the wider adoption of SIP technology. An experimental study was conducted to evaluate the lateral resistance performance of high-aspect-ratio SIP shear wall segments and SIP shear walls with window and door openings. At most two replicates of fully anchored SIP shear walls were cyclically tested at the following aspects ratios: 1:1, 2:1, 3:1, and 4:1. Five additional tests were conducted with multiple SIP wall panels that contained various sized door and window openings. Based on the experiments, the unit stiffness of the SIP shear wall varied by aspect ratio and the unit shear capacity decreased with increasing aspect ratio. Spline joints between wall segments also decreased capacity. Finally, test results indicate that multiple segment SIP shear walls with openings follow the overall trend predicted by the perforated shear wall method for both strength and stiffness.

    Publication Notes

    • We recommend that you also print this page and attach it to the printout of the article, to retain the full citation information.
    • This article was written and prepared by U.S. Government employees on official time, and is therefore in the public domain.

    Citation

    Kochkin, Vladimir; Rammer, Douglas R.; Kauffman, Kevin; Wiliamson, Thomas; Ross, Robert J. 2015. SIP Shear walls: cyclic performance of high-aspect-ratio segments and perforated walls. USDA Forest Service, Forest Products Laboratory, Research Paper. Madison, WI. FPL-RP-682. 21 pp.

    Cited

    Google Scholar

    Keywords

    cyclic, shear wall, structural insulated panels, perforated shear walls

    Related Search


    XML: View XML
Show More
Show Fewer
Jump to Top of Page
https://www.fs.usda.gov/treesearch/pubs/50046