Abstract

A common structural design challenge arises when a new structure is built adjacent to an existing structure with a lower roof. Retrofitting the existing building for the now expected leeward snowdrift is typically difficult and expensive. Hence, a mitigation strategy that prevents the formation of a leeward drift atop the existing roof is desirable. Herein, one such mitigation strategy, specifically a wall at the interface between the new and existing structures, is considered, and the minimum wall height needed to capture the blowing snow from the new building roof will be determined.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

References

ASCE. 2017. Minimum design load and associated criteria for buildings and other structures. ASCE 7-16. Reston VA: ASCE.
Cocca, J., and M. O’Rourke. 2008. “Mathematical simulation of 50-year snow drift loads.” In Proc., Structures Congress 2008: Crossing Borders. https://doi.org/10.1061/41016(314)150.
Høibø, H. 1988. “Snow load on gable roofs.” In Proc., 1st Int. Conf. on Snow Engineering, 95–104. Santa Barbara, CA: USACE.
Høibø, H. 1989. Form factors for snow load on gable roofs: Extending use of snow load data from inland districts to wind exposed areas. Rotterdam, Netherlands: A.A. Balkema.
O’Rourke, M., P. Koch, and R. Redfield. 1983. Analysis of roof snow load case studies. Uniform loads. Washington, DC: US Army Corps of Engineers.
O’Rourke, M., J. Potac, and T. Thiis. 2018. “Windward snow drift loads.” J. Struct. Eng. 144 (5): 04018033. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002032.
O’Rourke, M., and E. Wood. 1986. “Improved relationship for drift loads on buildings.” Can. J. Civ. Eng. 13 (6): 647–652. https://doi.org/10.1139/l86-099.
O’Rourke, M. J., R. S. Speck Jr., and U. Stiefel. 1985. “Drift snow loads on multilevel roofs.” J. Struct. Eng. 111 (2): 2781–2798. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:2(290).
Potac, J. 2013. “Field measurements and numerical simulations of snow transport and deposition around structures and into ventilation intakes.” Ph.D. thesis, Dept. of Mathematical sciences and Technology, Norwegian Univ. of Life Sciences.
Potac, J., M. O’Rourke, and T. Thiis. 2018. “Determination of wall height to capture windward drift snow on flat roofs.” Cold Reg. Sci. Technol. 150 (Jun): 51–61. https://doi.org/10.1016/j.coldregions.2017.09.006.
Thiis, T. K., and M. O’Rourke. 2015. “Model for snow loading on gable roofs.” J. Struct. Eng. 141 (12): 04015051. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001286.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 146Issue 9September 2020

History

Received: Jun 17, 2019
Accepted: Apr 8, 2020
Published online: Jun 27, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 27, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Engineer, Dept. of Marine Technology, Multiconsult Norge AS, Kvaløyvegen 156, Tromsø 9013, Norway (corresponding author). ORCID: https://orcid.org/0000-0002-2777-3607. Email: [email protected]
Michael O’Rourke, M.ASCE
Professor, Dept. of Civil Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180.
Thomas K. Thiis
Professor, Faculty of Sciences and Technology, Norwegian Univ. of Life Sciences, P.O. Box 5000, Ås N-1432, Norway.

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.

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