TECHNICAL PAPERS
Jul 4, 2011

Wind-Induced Internal Pressures in Buildings with Large Façade Openings

Publication: Journal of Engineering Mechanics
Volume 138, Issue 4

Abstract

The paper presents the results of a study that investigated the effects of wall porosity, inlet-to-outlet-ratio, opening location, and blockage on internal pressure in buildings with large façade openings located on opposite or adjacent walls considering data from simultaneous measurements on multiple internal pressure taps. The study found that the internal airflow field has a significant effect on mean and peak values of internal pressure, which is not uniform for configurations with wall porosity higher than 10% and openings located on adjacent walls. Peak internal pressure coefficients were found to exceed (1) the recommended ASCE 7-10 value for all configurations tested with inlets located above the midheight of the building and particularly those with inlet-to-outlet-ratios equal to 1 and (2) the recommended design value for building category 3 for configurations with openings located above the midheight of the building, leeward wall outlets, and inlet-to-outlet-ratios greater than 2.

Get full access to this article

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

References

ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE 7-10, Reston, VA.
Awbi, H. B. (1991). Ventilation of buildings, Spon Research, London.
Aynsley, R. M., Melbourne, W., and Vickery, B. J. (1977). Architectural aerodynamics, Applied Science, London.
Choiniére, Y., Tanaka, H., Munroe, J. A., and Suchorski-Tremblay, A. (1992). “Prediction of wind-induced ventilation for livestock housing.” J. Wind Eng. Ind. Aerodyn., 44(1–3), 2563–2574.
Cochran, L., and Peterka, J. (2001). “On breached building envelopes and increased internal pressures.” Proc., Int. Conf. on Building Envelope Systems and Technologies (ICBEST-2001), National Research Council Canada, Ottawa, Canada, 83–87.
Ginger, J. D., Holmes, J. D., and Kopp, G. A. (2008). “Effect of building volume and opening size on fluctuating internal pressures.” Wind Struct., 11(5), 361–376.
Ginger, J. D., Yeatts, B. B., and Mehta, K. C. (1995). “Internal pressures in a low-rise full-scale building.” Proc., 9th Int. Conf. on Wind Engineering, Wiley Eastern Science, New Delhi, India, 512–523.
Holmes, J. D. (1979). “Mean and fluctuating internal pressures induced by wind.” Proc., 5th Int. Wind Engineering Conf., Pergamon, Oxford, UK, 435–450.
Holmes, J. D. (2001). Wind loading of structures, Spon, New York.
Hu, C. -H., Kurabuchi, T., and Ohba, M. (2005). “Numerical study of cross-ventilation using two-equation RANS turbulence models.” Int. J. Vent., 4(2), 123–132.
Irwin, P. A. (2007). “Wind engineering challenges of the new generation of super-tall structures.” Proc., 12th Int. Conf. on Wind Engineering, Australasian Wind Engineering Society, ed.
Karava, P. (2008). “Airflow prediction in buildings for natural ventilation design—Wind tunnel measurements and simulation.” Ph.D. thesis, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., Montreal, Canada.
Karava, P., Stathopoulos, T., and Athienitis, A. K. (2007a). “Wind-induced natural ventilation analysis.” Solar Energy, 81(1), 20–30.
Karava, P., Stathopoulos, T., and Athienitis, A. K. (2007b). “Cross-ventilation building design: Application of particle image velocimetry.” Proc., 12th Int. Conf. on Wind Engineering, Australasian Wind Engineering Society, ed., 1407–1414.
Karava, P., Stathopoulos, T., and Athienitis, A. K. (2011). “Airflow assessment in cross-ventilated buildings with operable façade elements.” Build. Environ., 46(1), 266–279.
Kopp, G. A., Oh, J. H., and Inculet, D. R. (2008). “Wind-induced internal pressures in houses.” J. Struct. Eng., 134(7), 1129–1138.
Kurabuchi, T., Ohba, M., Endo, T., Akamine, Y., and Nakayama, F. (2004). “Local dynamic similarity model of cross ventilation Part 1—Theoretical framework.” Int. J. Vent., 2(4), 371–382.
Liu, H. (1991). “Wind engineering—A handbook for structural engineers.” Prentice-Hall, Englewood Cliffs, NJ.
Liu, H., and Rhee, K. H. (1986). “Helmholtz oscillation in building models.” J. Wind Eng. Ind. Aerodyn., 24(2), 95–115.
Miozzi, M., Lalli, F., and Romano, G. P. (2010). “Experimental investigation of a free-surface turbulent jet with Coanda effect.” Exp. Fluids, 49(1), 341–353.
Moureh, J., and Flick, D. (2005). “Airflow characteristics within a slot-ventilated enclosure.” Int. J. Heat Fluid Flow, 26(1), 12–24.
Munarin, J. (1978). “Wind tunnel measurements on internal pressures in a two storey house.” B.E. thesis, Dept. of Civil and Systems Engineering, James Cook Univ., Townsville, Queensland, Australia.
Murakami, S., Kato, S., Akabashi, S., Mizutani, K., and Kim, Y.-D. (1991). ”Wind tunnel test on velocity-pressure field of cross-ventilation with open windows.” ASHRAE Trans., 97(1), 525–538.
National Research Council of Canada (NBCC). (2005). National building code user’s guide, Ottawa, Canada.
Newman, B. G. (1961). “The deflection of plane jets by adjacent boundaries—Coanda effect.” Boundary layer and flow control: Its principles and application, G. V. Lachmann, ed., Pergamon, Oxford, UK, 232–265.
Oh, J. H., Kopp, G. A., and Inculet, D. R. (2007). “The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 3. Internal pressures.” J. Wind Eng. Ind. Aerodyn., 95(8), 755–779.
Pearce, W., and Sykes, D. M. (1999). “Wind tunnel measurements of cavity pressure dynamics in a low-rise flexible roofed building.” J. Wind Eng. Ind. Aerodyn., 82(1–3), 27–48.
Saathoff, P. J., and Liu, H. (1983). “Internal pressure of multi-room buildings.” J. Eng. Mech., 109(3), 908–919.
Sawachi, T., Narita, K., Kiyota, N., Seto, H., Nishizawa, S., and Ishikawa, Y. (2004). “Wind pressure and airflow in a full-scale building model under cross ventilation.” Int. J. Vent., 2(4), 343–357.
Seifert, J., Li, Y., Axley, J., and Rösler, M. (2006). “Calculation of wind-driven cross ventilation in buildings with large openings.” J. Wind Eng. Ind. Aerodyn., 94(12), 925–947.
Sharma, R. N. (2003). “Internal pressure dynamics with internal partitioning.” Proc., 11th Int. Conf. of Wind Engineering, D. A. Smith, and C. W. Letchford, eds., 705–712.
Sharma, R. N., and Richards, P. J. (2003). “The influence of Helmholtz resonance on internal pressures in a low-rise building.” J. Wind Eng. Ind. Aerodyn., 91(6), 807–828.
Stathopoulos, T., and Surry, D. (1983). “Scale effects in wind tunnel testing of low buildings.” J. Wind Eng. Ind. Aerodyn., 13(1–3), 313–326.
Stathopoulos, T., Surry, D., and Davenport, A. G. (1979). “Internal pressure characteristics of low-rise buildings due to wind action.” Proc., 5th Int. Wind Engineering Conf., 1, Pergamon, Oxford, UK, 451–463.
Straw, M. P., Baker, C. J., and Robertson, A. P. (2000). “Experimental measurements and computations of the wind-induced ventilation of a cubic structure.” J. Wind Eng. Ind. Aerodyn., 88(2–3), 213–230.
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., 74–76, 675–685.
Tzempelikos, A., Athienitis, A. K., and Karava, P. (2007). “Simulation of façade and envelope design options for a new institutional building.” Solar Energy, 81(9), 1088–1103.
Wille, R., and Fernholtz, H. (1965). “Report of the first European mechanics colloquium on the Coanda effect.” J. Fluid Mech., 23(4), 801–819.
Womble, J. A. (1994). “Wind-induced internal building pressures.” Master’s thesis, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO.
Womble, J. A., Yeatts, B. B., Cermak, J. E., and Mehta, K. C. (1995). “Internal wind pressures in a full and small-scale building.” Proc., 9th Int. Conf. on Wind Engineering, Wiley Eastern Science, New Delhi, India, 1079–1090.
Wu, H., Stathopoulos, T., and Saathoff, P. (1998). “Wind-induced internal pressure revisited: Low-rise buildings.” Proc., Structural Engineers World Congress, Elsevier Science, New York.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 138Issue 4April 2012
Pages: 358 - 370

History

Received: Sep 16, 2010
Accepted: Jul 1, 2011
Published online: Jul 4, 2011
Published in print: Apr 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor, School of Civil Engineering and Division of Construction Engineering and Management, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907 (corresponding author). E-mail: [email protected]
T. Stathopoulos, F.ASCE [email protected]
Professor, Centre for Building Studies, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1455 de Maisonneuve Blvd. W., Montreal, H3G 1M8 QC, Canada. 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