TECHNICAL PAPERS
Apr 1, 2009

Wind-Induced Cladding and Structural Loads on Low-Wood Building

Publication: Journal of Structural Engineering
Volume 135, Issue 4

Abstract

A test building was constructed in Fredericton, New Brunswick and was used to collect pressure and force coefficient data. A 1:200 scale model was also fabricated and tested for a total of 15 angles of wind attack at the Building Aerodynamics Laboratory of Concordia University. Mean and peak local and area-averaged pressure coefficients were measured and finite-element analysis via a 3D linear model was performed in order to compute force coefficients for the selected wind directions. Pressure distribution comparisons between the full-scale and the wind tunnel results showed generally good agreement with small discrepancies attributed to the direction fluctuations of the full-scale records. Force coefficient comparison between the full-scale and the finite element analysis results showed good agreement for the mean values. However, significant overestimation of the fluctuating dynamic component of the foundation force is apparent when this is derived from the fluctuating roof pressures, in comparison to the directly measured values in the field. The experimental critical local pressures (suctions) tend to be higher (lower) in comparison to the ASCE 7-05 provisions, although area-averaged pressures and suctions seem to agree much better. The results can be used to provide realistic provisions for wind design of building structural systems and foundations.

Get full access to this article

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

Acknowledgments

The writers acknowledge the support received for this study from the Natural Sciences and Engineering Research Council of CanadaNSERC through a cooperative research and development grant, as well as the research discovery grant to the second writer. Support from the Canadian Wood Council (G. Doudak) and FPInnovations—Forintek Division (M. Mohammad) is also appreciated.

References

ASCE/SEI. (2005). “Minimum design loads for building and other structures.” 7-05, American Society of Civil Engineers, Reston, Va.
Cochran, L. S., and Cermak, J. E. (1992). “Full- and model-scale cladding pressures on the Texas Tech University experimental building.” J. Wind. Eng. Ind. Aerodyn., 43(1–3), 1589–1600.
Doudak, G. (2005). “Field determination and modelling of load paths in wood light-frame structures.” Ph.D. thesis, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal.
Doudak, G., et al. (2005a). “Towards wind load paths on wood buildings.” Proc., EACWE4, 4th European and African Conf. on Wind Engineering, Paper No. 285.
Doudak, G., McClure, G., Smith, I., Hu, L., and Stathopoulos, T. (2005b). “Monitoring structural response of a wooden light-frame industrial shed building to environmental loads.” J. Struct. Eng., 131(5), 794–805.
Eaton, K. J., and Mayne, J. R. (1975). “The measurement of wind pressures on two-storey houses at Aylesbury.” J. Wind. Eng. Ind. Aerodyn.1(1), 67–109.
Eaton, K. J., Mayne, J. B., and Cook, N. J. (1976). “Wind loads on low-rise buildings—Effects of roof geometry.” Building research establishment current Paper 1/76.
Environment Canada Weather Office, Natural Resources Canada (NRC). (2006). Online database, ⟨http://www.climate.weatheroffice.ec.gc.ca⟩ (data retrieved Oct. 2006).
Jensen, M., and Franck, N. (1965). Model scale tests in turbulent wind, Part II, Danish Technical Press, Copenhagen, Denmark.
Levitan, M. L., and Mehta, K. C. (1992a). “Texas Tech field experiments for wind loads. Part I: Building and pressure measuring system.” J. Wind. Eng. Ind. Aerodyn., 43(1–3), 1565–1576.
Levitan, M. L., and Mehta, K. C. (1992b). “Texas Tech field experiments for wind loads. Part II: Meteorological instrumentation and terrain parameters.” J. Wind. Eng. Ind. Aerodyn., 43(1–3), 1577–1588.
National Building Code of Canada (NBCC). (2005). National Research Council of Canada, Ottawa.
R. M. Young Company. (2001). 05103 model 61202L barometric pressure sensor, instruction manual.
Richardson, G. M., and Surry, D. (1991). “Comparisons of wind-tunnel and full-scale surface pressure measurements on low-rise pitched-roof buildings.” J. Wind. Eng. Ind. Aerodyn., 38(2–3), 249–256.
Richardson, G. M., and Surry, D. (1992). “The Silsoe building: A comparison of pressure coefficients and spectra at model and full-scale.” J. Wind. Eng. Ind. Aerodyn., 43(1–3), 1653–1664.
Richardson, G. M., and Surry, D. (1994). “The Silsoe structures building: Comparison between full-scale and wind-tunnel data.” J. Wind. Eng. Ind. Aerodyn., 51(2), 157–176.
Scanivalve Corporation. (2003a). ZOC 33/64Px—Electronic pressure scanning module, instruction and service manual.
Scanivalve Corporation. (2003b). DSM 3000—Digital service module, instruction and service manual.
Sill, B. L., Cook, N. J., and Blackmore, P. A. (1989). “IAWE Aylesbury comparative experiment—Preliminary results of wind tunnel comparisons.” J. Wind. Eng. Ind. Aerodyn., 32(3), 285–302.
Sill, B. L., Cook, N. J., and Fang, C. (1992). “The Aylesbury comparative experiment: A final report.” J. Wind. Eng. Ind. Aerodyn., 43(1–3), 1553–1564.
St. Pierre, L. M. (2002). “Evaluation of wind load provisions for low buildings.” MS thesis, Univ. of Western Ontario, London, Ontario, Canada.
Stathopoulos, T. (2003). “Wind loads on low buildings: In the wake of Alan Davenport’s contributions.” J. Wind. Eng. Ind. Aerodyn., 91(12–15), 1565–1585.
Tieleman, H. W., Hajj, M. R., and Reinhold, T. A. (1998). “Wind tunnel simulation requirements to assess wind loads on low-rise buildings.” J. Wind. Eng. Ind. Aerodyn., 743, 675–685.
Tieleman, H. W., Surry, D., and Mehta, K. C. (1996). “Full/model-scale comparison of surface pressures on the Texas Tech experimental building.” J. Wind. Eng. Ind. Aerodyn., 61(1), 1–23.
VISHAY. (2002a). “StrainSmart software specification/features, Ver. 3.1.” Bulletin 256S, Vishay Measurements Group.
VISHAY. (2002b). “System 5000 hardware specifications.” Bulletin 257H, Vishay Measurements Group, Intertechnology.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 135Issue 4April 2009
Pages: 437 - 447

History

Received: Nov 7, 2007
Accepted: Aug 11, 2008
Published online: Apr 1, 2009
Published in print: Apr 2009

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Rakesh K. Gupta

Authors

Affiliations

Ioannis Zisis
Ph.D. Student, Center for Building Studies, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montreal, Quebec, Canada H3G 1M8.
Ted Stathopoulos, F.ASCE
Professor and Associate Dean, Center for Building Studies, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montreal, Quebec, Canada H3G 1M8.

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