Technical Papers
Feb 28, 2023

Finite-Element Modeling of Bunkie Structures Subjected to Boundary Layer and Thunderstorm Flows

Publication: Journal of Structural Engineering
Volume 149, Issue 5

Abstract

In Canada, southern Ontario is strongly affected by high-intensity thunderstorms, leading to catastrophic structural and economic losses. People in rural areas are more prone to those weather-related fatalities due to the lack of suitable storm shelters. This paper will build on previous research where three commonly used Bunkie shapes in Ontario, Canada, were tested experimentally at the Toronto Metropolitan University wind tunnel under boundary layer and downburst flows. This led to an aerodynamic database consisting of force and moment coefficients for the three shapes. In this paper, it is planned to couple the available aerodynamic database with the climate analysis in southern Ontario to quantify the actual forces and moments on low-rise Bunkie structures seen during normal wind and downburst flows. Subsequently, typical construction cross sections for low-rise wooden framed buildings were assumed, and the behavior of the Bunkie structures was assessed under both wind fields to evaluate their potential usage as storm shelters. This was achieved using finite-element modeling, and potential retrofitting solutions are suggested to stiffen the structures to resist high-intensity wind events.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The second author would like to thank the National Sciences and Engineering Research Center (NSERC) for the generous funding received for this project, and the first author is grateful to receive the Ontario Graduate Scholarship (OGS) and the Mitacs Accelerate internship between 2020 and 2023.

References

Aboshosha, H., G. Bitsuamlak, and A. El Damatty. 2015. “Turbulence characterization of downbursts using LES.” J. Wind Eng. Ind. Aerodyn. 136 (Jan): 44–61. https://doi.org/10.1016/j.jweia.2014.10.020.
Aboshosha, H., T. Mara, and P. Case. 2017. “New framework for estimating thunderstorm design speed.” In Proc., 13th Americas Conf. on Wind Engineering (13ACWE). Gainesville, FL: Univ. of Florida.
Aboutabikh, M., T. Ghazal, J. Chen, S. Elgamal, and H. Aboshosha. 2019. “Designing a blade-system to generate downburst outflows at boundary layer wind tunnel.” J. Wind Eng. Ind. Aerodyn. 186 (2018): 169–191. https://doi.org/10.1016/j.jweia.2019.01.005.
ASCE. 2017. Minimum design loads and associated criteria for buildings and other structures. ASCE/SEI 7-16. Reston, VA: ASCE.
Brooks, H. E. 2013. “Severe thunderstorms and climate change.” Atmos. Res. 123 (Apr): 129–138. https://doi.org/10.1016/j.atmosres.2012.04.002.
Chay, M. T., and C. W. Letchford. 2002. “Pressure distributions on a cube in a simulated thunderstorm downburst—Part A: Stationary downburst observations.” J. Wind Eng. Ind. Aerodyn. 90 (7): 711–732. https://doi.org/10.1016/S0167-6105(02)00158-7.
Chen, L., and C. W. Letchford. 2004. “Parametric study on the along-wind response of the CAARC building to downbursts in the time domain.” J. Wind Eng. Ind. Aerodyn. 92 (9): 703–724. https://doi.org/10.1016/j.jweia.2004.03.001.
Cheng, V. Y. S., G. B. Arhonditsis, D. M. L. Sills, H. Auld, M. W. Shephard, W. A. Gough, and J. Klaassen. 2013. “Probability of tornado occurrence across Canada.” J. Clim. 26 (23): 9415–9428. https://doi.org/10.1175/JCLI-D-13-00093.1.
Félix, D., D. Monteiro, J. M. Branco, R. Bologna, and A. Feio. 2015. “The role of temporary accommodation buildings for post-disaster housing reconstruction.” J. Hous. Built Environ. 30 (4): 683–699. https://doi.org/10.1007/s10901-014-9431-4.
FEMA. 2021a. Safe rooms for tornadoes and hurricanes. FEMA P-361. Washington, DC: FEMA.
FEMA. 2021b. Taking shelter from the storm: Building or installing a safe room for your home. FEMA P-320. Washington, DC: FEMA.
Fujita, T. T. 1981. “Tornadoes and downbursts in the context of generalized planetary scales.” J. Atmos. Sci. 38 (8): 1511–1534. https://doi.org/10.1175/1520-0469(1981)038%3C1511:TADITC%3E2.0.CO;2.
Fujita, T. T. 1985. The downburst: Microburst and macroburst SMRPRP-210. Chicago: Univ. of Chicago.
Gavanski, E., and G. A. Kopp. 2017. “Fragility assessment of roof-to-wall connection failures for wood-frame houses in high winds.” ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng. 3 (4): 4017013. https://doi.org/10.1061/AJRUA6.0000916.
Ghazal, T., M. Aboutabikh, H. Aboshosha, and M. Abdelwahab. 2021a. “Thunderstorm wind load evaluation on storm shelters using wind tunnel testing.” Eng. Struct. 262 (Jul): 114350. https://doi.org/10.1016/j.engstruct.2022.114350.
Ghazal, T., J. Chen, M. Aboutabikh, H. Aboshosha, and S. Elgamal. 2020. “Flow-conditioning of a subsonic wind tunnel to model boundary layer flows.” Wind Struct. Int. J. 30 (4): 339–366. https://doi.org/10.12989/was.2020.30.4.339.
Ghazal, T., A. Elshaer, and H. Aboshosha. 2021b. “Wind load evaluation on storm shelters using wind tunnel testing and north American design codes.” Eng. Struct. 254 (2021): 113821. https://doi.org/10.1016/j.engstruct.2021.113821.
He, J., F. Pan, C. S. Cai, F. Habte, and A. Chowdhury. 2018. “Finite-element modeling framework for predicting realistic responses of light-frame low-rise buildings under wind loads.” Eng. Struct. 164 (3): 53–69. https://doi.org/10.1016/j.engstruct.2018.01.034.
Henderson, D. J., M. J. Morrison, and G. A. Kopp. 2013. “Response of toe-nailed, roof-to-wall connections to extreme wind loads in a full-scale, timber-framed, hip roof.” Eng. Struct. 56 (Nov): 1474–1483. https://doi.org/10.1016/j.engstruct.2013.07.001.
Insurance Bureau of Canada. 2021. “Barrie tornado causes $75 million in insured damage.” Accessed September, 2, 2021. https://www.ibc.ca/on/resources/media-centre/media-releases/barrie-tornado-causes-75-million-in-insured-damage.
Jaffe, A. L., and G. A. Kopp. 2021. “Internal pressure modelling for low-rise buildings in tornadoes.” J. Wind Eng. Ind. Aerodyn. 209 (Feb): 104454. https://doi.org/10.1016/j.jweia.2020.104454.
Kareem, A. 1985. “Structural performance and wind speed-damage correlation in Hurricane Alicia.” J. Struct. Eng. 111 (12): 2596–2610. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:12(2596).
Kim, J., and H. Hangan. 2007. “Numerical simulations of impinging jets with application to downbursts.” J. Wind Eng. Ind. Aerodyn. 95 (4): 279–298. https://doi.org/10.1016/j.jweia.2006.07.002.
Kopp, G. A., E. Hong, E. Gavanski, D. Stedman, and D. M. L. Sills. 2017. “Assessment of wind speeds based on damage observations from the Angus (Ontario) Tornado of 17 June 2014.” Can. J. Civ. Eng. 44 (1): 37–47. https://doi.org/10.1139/cjce-2016-0232.
Kopp, G. A., J. H. Oh, and D. R. Inculet. 2008. “Wind-induced internal pressures in houses.” J. Struct. Eng. 134 (7): 1129–1138. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:7(1129).
Letchford, C. W., and M. T. Chay. 2002. “Pressure distributions on a cube in a simulated thunderstorm downburst. Part B: Moving downburst observations.” J. Wind Eng. Ind. Aerodyn. 90 (7): 733–753. https://doi.org/10.1016/S0167-6105(02)00163-0.
Lombardo, F. T., D. A. Smith, J. L. Schroeder, and K. C. Mehta. 2014. “Thunderstorm characteristics of importance to wind engineering.” J. Wind Eng. Ind. Aerodyn. 125 (Feb): 121–132. https://doi.org/10.1016/j.jweia.2013.12.004.
Meecham, D. 1992. “The improved performance of hip roofs in extreme winds—A case study.” J. Wind Eng. Ind. Aerodyn. 43 (1–3): 1717–1726. https://doi.org/10.1016/0167-6105(92)90583-V.
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.
Morrison, M. J., and G. A. Kopp. 2011. “Performance of toe-nail connections under realistic wind loading.” Eng. Struct. 33 (1): 69–76. https://doi.org/10.1016/j.engstruct.2010.09.019.
NBCC. 2015. National building code of Canada. Ottawa: National Research Council of Canada, Canadian Commission on Building and Fire Codes.
Pan, F., C. S. Cai, and W. Zhang. 2013. “Wind-induced internal pressures of buildings with multiple openings.” J. Eng. Mech. 139 (3): 376–385. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000464.
Roberts, S. 2012. Wind wizard: Alan G. Davenport and the art of wind engineering. Princeton, NJ: Princeton University Press.
Satheeskumar, N., D. J. Henderson, J. D. Ginger, and C. H. Wang. 2017. “Finite element modelling of the structural response of roof to wall framing connections in timber-framed houses.” Eng. Struct. 134 (Mar): 25–36. https://doi.org/10.1016/j.engstruct.2016.12.034.
Selvam, R. P., and J. D. Holmes. 1992. “Numerical simulation of thunderstorm downdrafts.” J. Wind Eng. Ind. Aerodyn. 44 (1–3): 2817–2825. https://doi.org/10.1016/0167-6105(92)90076-M.
Simpson Strong-Tie. 2021. “Wood construction connectors.” Accessed October, 4, 2021. https://www.strongtie.com/.
Solari, G. 2020. “Thunderstorm downbursts and wind loading of structures: Progress and prospect.” Front. Built Environ. 6 (May): 63. https://doi.org/10.3389/fbuil.2020.00063.
Sparks, P. R., S. D. Schiff, and T. A. Reinhold. 1994. “Wind damage to envelopes of houses and consequent insurance losses.” J. Wind Eng. Ind. Aerodyn. 53 (1–2): 145–155. https://doi.org/10.1016/0167-6105(94)90023-X.
Stathopoulos, T., and R. Kozutsky. 1986. “Wind-induced internal pressures in buildings.” J. Struct. Eng. 112 (9): 2012–2026. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:9(2012).
Stevenson, S. A., G. A. Kopp, and A. M. El Ansary. 2018. “Framing failures in wood-frame hip roofs under extreme wind loads.” Front. Built Environ. 4 (Feb): 1–13. https://doi.org/10.3389/fbuil.2018.00006.
Stevenson, S. A., G. A. Kopp, and A. M. El Ansary. 2020. “Prescriptive design standards for resilience of Canadian housing in high winds.” Front. Built Environ. 6 (3): 1–22. https://doi.org/10.3389/fbuil.2020.00099.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 5May 2023

History

Received: Apr 20, 2022
Accepted: Aug 19, 2022
Published online: Feb 28, 2023
Published in print: May 1, 2023
Discussion open until: Jul 28, 2023

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Authors

Affiliations

Postdoctoral Research Fellow, Dept. of Civil Engineering, Ryerson Univ., 350 Victoria St., Toronto, ON, Canada M5B 2K3. ORCID: https://orcid.org/0000-0002-4233-3933. Email: [email protected]
Haitham Aboshosha [email protected]
Assistant Professor, Dept. of Civil Engineering, Ryerson Univ., 350 Victoria St., Toronto, ON, Canada M5B 2K3 (corresponding author). Email: [email protected]

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