Technical Papers
Apr 13, 2018

Wind-Induced Internal Pressures in Building with Dominant Opening on Hemi-Ellipsoidal Roof

Publication: Journal of Engineering Mechanics
Volume 144, Issue 6

Abstract

Wind-induced internal pressure arising from door or window failure during severe wind conditions has been studied extensively. Most previous studies focus on the cases of openings in the wall, but little attention has been paid to the internal pressure responses of a building with a dominant opening on the roof, although this situation appears frequently due to wind-induced damage or functional use. This paper examines the internal pressure characteristics produced by wind action through a dominant opening on a hemi-ellipsoidal roof and investigates its potential influence factors, including opening sizes, locations, internal volume, and ambient interference. An opening in the wall was also studied and compared with the case having the same size opening on the roof. The study shows that internal pressures were basically negative under roof opening cases but might become positive at several wind azimuths when there is an interfering building nearby. Spectra of internal pressures contained two resonance peaks, which corresponded to Helmholtz resonance and vortex shedding, respectively, and varied significantly with wind directions. Due to the coupling effect of vortex shedding, the classical Helmholtz frequency equation, and the current volume adjustment method to maintain frequency similarity between full-scale and model-scale might be unsuitable for roof opening cases. Reducing the internal volume increased the standard deviation of internal pressure, but had an insignificant effect on its mean values. Compared with the roof opening case, wind actions through an opening in the wall would generate worse net suctions on the roof but lead to a smaller Helmholtz resonance frequency. Roof failure resulted in larger maximum internal suctions than wall failure and was thus more dangerous to the windward wall bearing positive external pressures. Internal pressure responses controlled by Helmholtz resonance could be deemed as a quasi-Gaussian processes. The ambient interferences could affect Gaussian characteristics of internal pressures.

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Acknowledgments

The work described in this paper was partially supported by the National Natural Science Foundation of China (Project No. 51508502) and Postdoctoral Science Foundation of China (Project No. 2015M581938). This support is much appreciated.

References

China Academy of Building Research. 2012. Load code for the design of building structures. Beijing, China: China Academy of Building Research.
Ginger, J. D., J. D. Holmes, and P. Y. Kim. 2010. “Variation of internal pressure with varying sizes of dominant openings and volumes.” J. Struct Eng. 136 (10): 1319–1326.
Guha, T. K., R. N. Sharma, and P. J. Richards. 2011. “Internal pressure dynamics of a leaky building with a dominant opening.” J. Wind. Eng. Ind. Aero. 99 (11): 1151–1161.
Guha, T. K., R. N. Sharma, and P. J. Richards. 2012. “Internal pressure in a building with multiple dominant openings in a single wall: Comparison with the single opening situation.” J. Wind. Eng. Ind. Aero. 107: 244–255.
Holmes, J. D. 1979. “Mean and fluctuating pressures induced by wind.” In Proc., 5th Int. Conf. on Wind Engineering, 435–450. Fort Collins, CO: Colorado State Univ.
Holmes, J. D. 1994. “Wind pressure on tropical housing.” J. Wind. Eng. Ind. Aero. 53 (1–2): 105–123.
Holmes, J. D., and J. D. Ginger. 2012. “Internal pressures—The dominant windward opening case—A review.” J. Wind. Eng. Ind. Aero. 100 (1): 70–76.
John, A. D., G. Singla, S. Shukla, and R. Dua. 2011. “Interference effect on wind loads on gable roof building.” Procedia Eng. 14: 1776–1783.
Kopp, G. A., J. H. Oh, and D. R. Inculet. 2008. “Wind-induced internal pressures in houses.” J. Struct. Eng. 134 (7): 1129–1138.
Li, S. K. 2013. “Study of wind effects and equivalent static wind loads on closing-ground building with roof-opening.” Ph.D. thesis, Hunan Univ.
Liu, H., and P. J. Saathoff. 1981. “Building internal pressure: Sudden change.” J. Eng. Mech. Div. 107 (2): 309–321.
Oh, H. J., G. A. Kopp, and D. R. Inculet. 2007. “The UWO contribution to the NIST aerodynamic database for wind load on low buildings. Part 3: Internal pressure.” J. Wind. Eng. Ind. Aero. 95 (8): 755–779.
Rizzo, F., and F. Ricciardelli 2017. “Design pressure coefficients for circular and elliptical plan structures with hyperbolic paraboloid roof.” Eng. Struct. 139: 153–169.
Sharma, R. N. 2013. “The fundamentals of building internal pressure dynamics induced through a dominant opening”. In The 8th Asia-Pacific Conf. on Wind Engineering, 269–290. Chennai, India: Research Publishing Services.
Sharma, R. N., S. Mason, and P. Driver. 2010. “Scaling methods for wind tunnel modelling of building internal pressures induced through openings.” J. Wind Struct. 13 (4): 363–374.
Sharma, R. N., and P. J. Richards. 1997a. “Computational modeling of the transient response of building internal pressure to a sudden opening.” J. Wind. Eng. Ind. Aero. 72: 149–161.
Sharma, R. N., and P. J. Richards. 1997b. “Computational modeling in the prediction of building internal pressure gain function.” J. Wind. Eng. Ind. Aero. 67–68: 815–825.
Sharma, R. N., and P. J. Richards. 2003. “The influence of Helmholtz resonance on internal pressures in a low-rise building.” J. Wind. Eng. Ind. Aero. 91 (6): 807–828.
Vickery, B. J., and C. Bloxham. 1992. “Internal pressure dynamics with a dominant opening.” J. Wind. Eng. Ind. Aero. 41 (1–3): 193–204.
Wang, Y. J., and Q. S. Li. 2015. “Wind pressure characteristics of a low-rise building with various openings on a roof corner.” J. Wind Struct. 21 (1): 1–23.
Xu, H. W., S. C. Yu, and W. J. Lou. 2014. “The inertial coefficient for fluctuating flow through a dominant opening in a building.” J. Wind Struct. 18 (1): 57–67.
Xu, H. W., S. C. Yu, and W. J. Lou. 2016. “Estimation method of loss coefficient for wind-induced internal pressure fluctuations.” J. Eng. Mech. 142 (7): 1–10.
Yu, S. C. 2016. “Wind tunnel study on vortex-induced Helmholtz resonance excited by oblique flow.” Exp. Therm Fluid Sci. 74: 207–219.
Zhang, J. Y., and G. A. Kopp. 2016. “A 2 DOF analysis model for vibration of flexible envelope with a dominant opening and its verification”. In 8th Int. Colloquium on Bluff Body Aerodynamics and Applications. Boston: Northeastern Univ.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 144Issue 6June 2018

History

Received: Mar 15, 2017
Accepted: Dec 19, 2017
Published online: Apr 13, 2018
Published in print: Jun 1, 2018
Discussion open until: Sep 13, 2018

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Authors

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College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: https://orcid.org/0000-0003-2091-5796. Email: [email protected]
Wenjuan Lou [email protected]
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]

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