TECHNICAL PAPERS
Nov 1, 2006

Racking Performance of Structural Insulated Panels

Publication: Journal of Structural Engineering
Volume 132, Issue 11

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.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The SIP panels used in this study were of type “SIPs Eco Panels,” manufactured and supplied by Structural Insulated Panels Scotland Ltd.

References

American Plywood Association (APA). (1983). “Design and fabrication of plywood sandwich panels,” Supplement No. 4, APA, Tacoma, Wash.
British Standards Institution (BSI). (2004). BS EN 1995–1-1: 2004. “Eurocode 5—Design of timber structures—Part 1-1: General—Common rules and rules for buildings.” London.
British Standards Institution (BSI). (1996a). BS EN 594, “Timber Structures—Test methods—Racking strength and stiffness of timber frame wall panels.” London.
British Standards Institution (BSI). (1996b). BS 5268: Section 6.1, “Structural use of timber—Part 6. Code of practice for timber frame walls—Section 6.1 Dwellings not exceeding four storeys.” London.
Cathcart, C. M. (1998). Technology: SIP’s, not studs, Architecture, Issue June 1998, 148–152, Canada ⟨http://www.kisscathcart.com/articles.html⟩.
Enjily, V., and Griffiths, R. D. (1996). “The racking resistance of large wall panels.” Proc., Institute of Wood Engineering Conf., Vol. 2, Omnipress, Madison, Wis., 321–328.
Johnson, A. C., and Dolan, J. D. (1996). “Performance of long shear walls with openings.” Proc., Institute of Wood Engineering Conf., Vol. 2, Omnipress, Madison, Wis., 337–344.
Kermani, A. (2006). “Performance of structural insulated panels.” Proc., Institution of Civil Engineers, Structures and Buildings, Vol. 159. Issue SB1. pp 13–19, (http://www.ice.org.uk/services/services_journals.asp).
Lee, A. D. (1997). “Innovations in manufactured housing: Structural insulated panels.” Pacific Northwest National Laboratory George James, U. S. Department of Energy.
Milner, M. (2003). A briefing guide to the use of structural insulate panel (SIP), TRADA Technology Publication, U.K.
Patton-Mallory, M., and Wolfe, R. W. (1985). “Light-frame shear wall length and opening effects.” J. Struct. Eng., 111(10), 2227–2239.
Tracy, J. M. (2000). “SIPs overcoming the elements.” For. Prod. J., 50(3), 12–18.
Waters, J. R. (2003). Energy conservation in buildings. A guide to part L of the building regulations, Blackwell Publishing, London.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 11November 2006
Pages: 1806 - 1812

History

Received: Jun 17, 2005
Accepted: Dec 20, 2005
Published online: Nov 1, 2006
Published in print: Nov 2006

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: J. Daniel Dolan

Authors

Affiliations

Abdy Kermani [email protected]
Professor of Timber Engineering, School of the Built Environment, Napier Univ., Edinburgh EH10 5DT, U.K. E-mail: [email protected]
Robert Hairstans [email protected]
Lecturer in Structural/Timber Engineering, School of the Built Environment, Napier Univ., Edinburgh EH10 5DT U.K. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share