Negative External Pressure Coefficients for Design of Components and Cladding of Low-Rise Buildings with Steep-Slope Gable Roofs
Publication: Journal of Aerospace Engineering
Volume 34, Issue 1
Abstract
Negative external pressure coefficients for design of components and cladding of steep-slope gable roofs (27° to 45° roof slope) on low-rise buildings subjected to wind loads were determined in this study based on data from wind tunnel tests of small-scale building models. The effect of exposure and building height were removed from the wind tunnel data, and the peak negative external pressure coefficients were determined using a Gumbel-fitting method. The spatial distribution of area-averaged peak negative external pressure coefficients was examined, and the results indicate that the effect of roof slope is not significant and that the largest magnitude peak negative external pressure coefficients do not always occur in the roof corner zone. Roof zones and equations for negative external pressure coefficients from current ASCE standard are generally in close agreement with the values based on wind tunnel test data, but negative external pressures on the roof edge normal to ridge and near ridge are underestimated. Modified roof zones and equations developed in this study are shown to improve the agreement with wind tunnel test data.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available from the corresponding author by request (data analyzing scripts).
Acknowledgments
The research was supported in part by the Insurance Institute for Business and Home Safety (IBHS) and by the University of Wyoming. The views expressed in this paper are those of the authors and do not necessarily reflect the views of those acknowledged.
References
ASCE. 2010. Minimum design loads for buildings and other structures. ASCE/SEI 7-10. Reston, VA: ASCE.
ASCE. 2017a. Minimum design loads and associated criteria for buildings and other structures—Commentary. ASCE/SEI 7-16. Reston, VA: ASCE.
ASCE. 2017b. Minimum design loads and associated criteria for buildings and other structures—Provisions. ASCE/SEI 7-16. Reston, VA: ASCE.
Chen, B., H. Cheng, H. Kong, X. Chen, and Q. Yang. 2019. “Interference effects on wind loads of gable-roof buildings with different roof slopes.” J. Wind Eng. Ind. Aerodyn. 189 (Jun): 198–217. https://doi.org/10.1016/j.jweia.2019.03.033.
Cook, N. J., and J. R. Mayne. 1979. “A novel working approach to the assessment of wind loads for equivalent static design.” J. Wind Eng. Ind. Aerodyn. 4 (2): 149–164. https://doi.org/10.1016/0167-6105(79)90043-6.
Duthinh, D., J. A. Main, M. L. Gierson, and B. M. Phillips. 2017a. “Analysis of wind pressure data on components and cladding of low-rise buildings.” ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 4 (1): 04017032. https://doi.org/10.1061/AJRUA6.0000936.
Duthinh, D., A. L. Pintar, and E. Simiu. 2017b. “Estimating peaks of stationary random processes: A peaks-over-threshold approach.” ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 3 (4): 04017028. https://doi.org/10.1061/AJRUA6.0000933.
ESDU (Engineering Science Data Unit). 1982. Strong winds in the atmospheric boundary layer. Part 1: Mean-hourly wind speeds. London: ESDU.
FEMA. 2009. Hurricane Ike in Texas and Louisiana. Building performance observations, recommendations, and technical guidance. Washington, DC: FEMA.
Gavanski, E., K. R. Gurley, and G. A. Kopp. 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. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001556.
Gavanski, E., B. Kordi, G. A. Kopp, and P. J. Vickery. 2013. “Wind loads on roof sheathing of houses.” J. Wind Eng. Ind. Aerodyn. 114 (Mar): 106–121. https://doi.org/10.1016/j.jweia.2012.12.011.
Gierson, M. L., B. M. Phillips, and D. Duthinh. 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.” In Proc., 6th Int. Conf. on Advances in Experimental Structural Engineering, and 11th Int. Workshop on Advanced Smart Materials and Smart Structural Technology. Urbana-Champaign, IL: Univ. of Illinois.
Gierson, M. L., B. M. Phillips, D. Duthinh, and B. M. Ayyub. 2017. “Wind-pressure coefficients on low-rise building enclosures using modern wind-tunnel data and Voronoi diagrams.” ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 3 (4): 04017010. https://doi.org/10.1061/AJRUA6.0000915.
He, J., F. Pan, and C. S. Cai. 2017. “A review of wood-frame low-rise building performance study under hurricane winds.” Eng. Struct. 141 (Jun): 512–529. https://doi.org/10.1016/j.engstruct.2017.03.036.
Ho, T. C. E., D. Surry, D. Morrish, and G. A. Kopp. 2005. “The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 1. Archiving format and basic aerodynamic data.” J. Wind Eng. Ind. Aerodyn. 93 (1): 1–30. https://doi.org/10.1016/j.jweia.2004.07.006.
Holmes, J. D., W. H. Melbourne, and G. R. Walker. 1989. A commentary on the Australian standard for wind loads AS 1170 Part 2. Melbourne, Australia: Australian Wind Engineering Society.
ISO. 2009. Wind actions on structures. ISO 4354. Geneva: ISO.
Kopp, G. A., and M. J. Morrison. 2018. “Component and cladding wind loads for low-slope roofs on low-rise buildings.” J. Struct. Eng. 144 (4): 04018019. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001989.
Lieblein, J. 1974. Efficient methods of extreme-value methodology. Rep. No. Washington, DC: National Bureau of Standards, US Dept. of Commerce.
Meecham, D., D. Surry, and A. G. Davenport. 1991. “The magnitude and distribution of wind-induced pressures on hip and gable roofs.” J. Wind Eng. Ind. Aerodyn. 38 (2–3): 257–272. https://doi.org/10.1016/0167-6105(91)90046-Y.
Peng, X., L. Yang, E. Gavanski, K. Gurley, and D. Prevatt. 2014. “A comparison of methods to estimate peak wind loads on buildings.” J. Wind Eng. Ind. Aerodyn. 126 (Mar): 11–23. https://doi.org/10.1016/j.jweia.2013.12.013.
Simiu, E., A. L. Pintar, D. Duthinh, and D. Yeo. 2017. “Wind load factors for use in the wind tunnel procedure.” ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 3 (4): 04017007. https://doi.org/10.1061/AJRUA6.0000910.
Stathopoulos, T. 1979. “Turbulent wind action on low-rise buildings.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario.
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. https://doi.org/10.1016/j.jweia.2003.09.019.
St. Pierre, L. M., G. A. Kopp, D. Surry, and T. C. E. Ho. 2005. “The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 2. Comparison of data with wind load provisions.” J. Wind Eng. Ind. Aerodyn. 93 (1): 31–59. https://doi.org/10.1016/j.jweia.2004.07.007.
Uematsu, Y., and N. Isyumov. 1999. “Wind pressures acting on low-rise buildings.” J. Wind Eng. Ind. Aerodyn. 82 (1–3): 1–25. https://doi.org/10.1016/S0167-6105(99)00036-7.
van de Lindt, J. W., A. Graettinger, R. Gupta, T. Skaggs, S. Pryor, and K. J. Fridley. 2007. “Performance of wood-frame structures during Hurricane Katrina.” J. Perform. Constr. Facil. 21 (2): 108–116. https://doi.org/10.1061/(ASCE)0887-3828(2007)21:2(108).
Vickery, P. J., G. A. Kopp, and L. A. Twisdale. 2011. “Component and cladding wind pressures on hip and gable roofs: Components to the US wind loading provisions.” In Proc., 13th Int. Conf. on Wind Engineering. Amsterdam, Netherlands: Multi-Science Publishing.
Xu, Y. L., and G. F. Reardon. 1998. “Variations of wind pressure on hip roofs with roof pitch.” J. Wind Eng. Ind. Aerodyn. 73 (3): 267–284. https://doi.org/10.1016/S0167-6105(97)00291-2.
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© 2020 American Society of Civil Engineers.
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Received: Aug 16, 2019
Accepted: Aug 5, 2020
Published online: Sep 28, 2020
Published in print: Jan 1, 2021
Discussion open until: Feb 28, 2021
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