Technical Papers
Nov 22, 2017

Analysis of Wind Pressure Data on Components and Cladding of Low-Rise Buildings

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 4, Issue 1

Abstract

This paper presents a methodology for analyzing wind pressure data on cladding and components of low-rise buildings. The aerodynamic force acting on a specified area is obtained by summing up pressure time series measured at that area’s pressure taps times their respective tributary areas. This operation is carried out for all sums of tributary areas that make up rectangles with aspect ratios not exceeding four. The peak of the resulting area-averaged time series is extrapolated to a realistic storm duration by the translation method. The envelope of peaks over all wind directions is compared with current specifications. Results for one low-rise building for one terrain condition indicate that these specifications can seriously underestimate pressures on gable roofs and walls. Comparison of the proposed methodology with an alternative method for assignment of tributary areas and area averaging is shown as well.

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Disclaimers

The policy of the National Institute of Standards and Technology is to use the International System of Units (SI) in its technical communications. In this paper, however, building codes and standards are referenced in both customary (as is the practice in U.S. construction industry) and SI units. Some commercial products are identified in this paper for traceability of results. Such identification does not imply recommendation or endorsement by the National Institute of Standards and Technology, nor does it imply that the products identified are necessarily the best available for the purpose.

References

ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE 7-10, Reston, VA.
Delaunay, B. (1934). “On the empty sphere.” Bull. USSR Acad. Sci., 7(6), 793–800.
Durst, C. S. (1960). “Wind speeds over short periods of time.” Meteorol. Mag., 89(1056), 181–187.
Duthinh, D., Main, J. A., and Phillips, B. M. (2015). “Methodology to analyze wind pressure data on components and cladding of low-rise buildings.” NIST TN 1903, NIST, Gaithersburg, MD.
Duthinh, D., Pintar, A. L., and Simiu, E. (2017). “Estimating peaks of stationary random processes: A peaks-over-threshold approach.” J. Risk Uncertainty Eng. Syst. Part A, 3(4), 04017028-1–04017028-9.
Gavanski, E., Gurley, K. R., and Kopp, G. A. (2016). “Uncertainties in the estimation of local peak pressures on low-rise buildings by using the Gumbel distribution fitting approach.” J. Struct. Eng., 142(11), 04016106-1–04016106-14.
Gavanski, E., Kopp, G. A., and Vickery, P. J. (2013a). “Roof sheathing wind loads on wood-frame residential houses.” 12th Americas Conf. on Wind Engineering (12ACWE), American Association for Wind Engineering, Fort Collins, CO.
Gavanski, E., Kordi, B., Kopp, G. A., and Vickery, P. J. (2013b). “Wind loads on roof sheathing of houses.” J. Wind Eng. Ind. Aerodyn., 114, 106–121.
Gavanski, E., and Uematsu, Y. (2014). “Local wind pressures acting on walls of low-rise buildings and comparisons to the Japanese and US wind loading provisions.” J. Wind Eng. Ind. Aerodyn., 132, 77–91.
Gierson, M. L., Phillips, B. M., and Duthinh, D. (2015). “Evaluation of ASCE 7-10 wind velocity pressure coefficients on the components and cladding of low-rise buildings using recent wind tunnel testing data.” 6th Int. Conf. on Advances in Experimental Structural Engineering, and 11th Int. Workshop on Advanced Smart Materials and Smart Structural Technology, Univ. of Illinois, Urbana, IL.
Gierson, M. L., Phillips, B. M., Duthinh, D., and Ayyub, B. M. (2017). “Evaluation of wind pressure coefficients on low-rise building enclosures using modern wind tunnel data.” J. Risk Uncertainty Eng. Syst. Part A, 3(4), 04017010.
Ginger, J., Holmes, J., and Harper, B. (2013). “Gust wind speeds for design of structures.” 8th Asia-Pacific Conf. Wind Engineering, Tokyo Polytechnic Univ., Kanagawa, Japan.
Habte, F., Chowdhury, A. G., Yeo, D., and Simiu, E. (2017). “Design of rigid structures for wind using time series of demand-to-capacity indexes: Application to steel portal frames.” Eng. Struct., 132, 428–442.
Ho, T. C. E., Surry, D., and Morrish, D. (2003a). “NIST/TTU cooperative agreement—Windstorm mitigation initiative: Wind tunnel experiments on generic low buildings.” Univ. of Western Ontario, London, ON, Canada.
Ho, T. C. E., Surry, D., Morrish, D., and Kopp, G. A. (2005). “The UWO contribution to the NIST aerodynamic database for wind loads on low buildings. 1: Archiving format and basic aerodynamic data.” J. Wind Eng. Ind. Aerodyn., 93(1), 1–30.
Ho, T. C. E., Surry, D., and Nywening, M. (2003b). “NIST/TTU cooperative agreement—Windstorm mitigation initiative: Further experiments on generic low buildings.” Univ. of Western Ontario, London, ON, Canada.
Kwon, D. K., and Kareem, A. (2014). “Revisiting gust averaging time and gust effect factor in ASCE 7.” J. Struct. Eng., 06014004.
Lieblein, J. (1974). “Efficient methods of extreme value methodology.” NBSIR74-602, National Bureau of Standards, Washington, DC.
Main, J., and Fritz, W. P. (2006). Database-assisted design for wind: Concepts, software, and examples for rigid and flexible buildings, NIST, Gaithersburg, MD.
Main, J. A. (2011). “Special-purpose software: MATLAB functions for estimation of peaks from time series.” NIST, Gaithersburg, MD.
MATLAB [Computer software]. MathWorks, Natick, MA.
Meecham, D. (1988). “Wind action on low-rise buildings.” M.E.Sc. thesis, Univ. of Western Ontario, London, ON, Canada.
Mooneghi, A. M., Irwin, P. A., and Chowdhury, A. G. (2015). “Partial turbulence simulation method for small structures.” Proc., 14th Int. Conf. on Wind Engineering, Tokyo Polytechnic Univ., Kanagawa, Japan.
NIST. (2004). “Extreme winds and wind effects on structures.” ⟨http:itl.nist.gov/div898/winds/homepage.htm⟩ (Sep. 4, 2017).
Rice, S. O. (1954). “Mathematical analysis of random noise.” Select papers on noise and stochastic processes, N. Wax, ed., Courier Dover Publications, Dover, NY.
Sadek, F., and Simiu, E. (2002). “Peak non-Gaussian wind effects for database-assisted low-rise building design.” J. Eng. Mech., 530–539.
Simiu, E. (2011). Design of buildings for wind, 2nd Ed., Wiley, Hoboken, NJ.
Simiu, E., Pintar, A. L., Duthinh, D., and Yeo, D. (2017). “Wind load factors for use in the wind tunnel procedure.” J. Risk Uncertainty Eng. Syst. Part A, 3(4), 04017007-1–04017007-6.
Simiu, E., and Scanlan, R. H. (1996). Wind effects on structures, 3rd Ed., Wiley, New York.
Stathopoulos, T. (1979). “Turbulent wind action on low-rise buildings.” Ph.D. thesis, Univ. of Western Ontario, London, ON, Canada.
Stathopoulos, T., Wang, K., and Wu, H. (1999). “Wind standard provisions for low-building gable roof revisited.” 10th Int. Conf. on Wind Engineering, Tokyo Polytechnic Univ., Kanagawa, Japan, 155–162.
Tamura, Y. (2012). “Aerodynamic database for low-rise buildings.” ⟨http://www.wind.arch.t-kougei.ac.jp/info_center/windpressure/lowrise/mainpage.html⟩ (Sep. 1, 2016).
Vickery, P. J., Kopp, G. A., and Twisdale, L. A. (2013). “Component and cladding wind pressures on hip and gable roofs: Comparisons to the U.S. wind loading provisions.” 12th Americas Conf. on Wind Engineering (12ACWE), American Association for Wind Engineering, Fort Collins, CO.
Voronoi, G. (1908). “Nouvelles applications des paramètrescontinus à lathéorie des formesquadratiques.” J. für die Reine und AngewandteMathematik, 1908(133), 97–178.

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 4Issue 1March 2018

History

Received: May 31, 2016
Accepted: Jun 27, 2017
Published online: Nov 22, 2017
Published in print: Mar 1, 2018
Discussion open until: Apr 22, 2018

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Authors

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Dat Duthinh, M.ASCE [email protected]
Research Structural Engineer, Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 21702 (corresponding author). E-mail: [email protected]
Joseph A. Main, M.ASCE [email protected]
Research Structural Engineer, Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 21702. E-mail: [email protected]
Matthew L. Gierson, A.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: [email protected]
Brian M. Phillips, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: [email protected]

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