Responses of wind-induced internal pressure in a two-compartment building with a dominant opening and background porosity Part 2: Parameter analyses and design equations

Yong Quan , Xian-feng Yu , Ming Gu

Journal of Central South University ›› 2012, Vol. 19 ›› Issue (11) : 3225 -3235.

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Journal of Central South University ›› 2012, Vol. 19 ›› Issue (11) : 3225 -3235. DOI: 10.1007/s11771-012-1399-1
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Responses of wind-induced internal pressure in a two-compartment building with a dominant opening and background porosity Part 2: Parameter analyses and design equations

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Abstract

Analyses of the effects of some parameters were performed to determine the admittance functions in a common two-compartment building with background porosity by the imposed excitation method. Variations of the magnification factors of fluctuating internal pressures were analyzed using 96 model cases under random fluctuating external pressure, and then corresponding design equations were fitted. The results show that the Helmholtz resonance peaks of the admittance functions in both compartments increase with increasing the area of windward or partition wall opening. With increasing the volume of the compartment with an external opening, the resonance peak in this compartment at the higher Helmholtz frequency significantly decreases, at the same time, the resonance peak in the other compartment at the lower Helmholtz frequency also decreases. With increasing the volume of the compartment with background porosity, both resonance peaks in this compartment at the lower and higher Helmholtz frequencies decrease, meanwhile, the resonance peak at the lower Helmholtz frequency for the other compartment also decreases, whereas the resonance peak at the higher Helmholtz frequency increases. Both resonance peaks of the admittance functions in the two compartments decrease with increasing the amplitude of fluctuating external pressure coefficients or reference wind speed.

Keywords

dominant opening / internal pressure / background porosity / parameter analyses / design equations

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Yong Quan, Xian-feng Yu, Ming Gu. Responses of wind-induced internal pressure in a two-compartment building with a dominant opening and background porosity Part 2: Parameter analyses and design equations. Journal of Central South University, 2012, 19(11): 3225-3235 DOI:10.1007/s11771-012-1399-1

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References

[1]

VickeryB. J., BloxhamC.. Internal pressure dynamics with a dominant opening [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 41(1/2/3): 193-204

[2]

IrwinP. A., DunnG.Review of internal pressure on low-rise buildings [R], 1993OntarioGuelph

[3]

HolmesJ. D.. Mean and fluctuating internal pressures induced by wind [C]. Proceedings of the 5th International Conference on Wind Engineering, 1979Fort CollinsPergamon Press435-450

[4]

ASCE/SEI 7-10. Minimum design loads for buildings and other structures [S].

[5]

HolmesJ. D., GingerJ. D.. Codification of internal pressure for building design [C]. Proceedings of the 7th Asia-Pacific Conference on Wind Engineering, 2009TaipeiChinese Taiwan Association for Wind Engineering859-862

[6]

HolmesJ. D., GingerJ. D.. Internal pressure-The dominant windward opening case-A review [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2012, 100(1): 70-76

[7]

GingerJ. D., HolmesJ. D., KimP. Y.. Variation of internal pressure with varying sizes of dominant openings and volumes [J]. Journal of Structural Engineering, 2010, 136(10): 1319-1326

[8]

GuhaT. K., SharmaR. N., RichardsP. J.. Internal pressure dynamics of a leaky building with a dominant opening [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2011, 99(11): 1151-1161

[9]

SharmaR. N.. Internal pressure dynamics with internal partitioning [C]. Proceedings of the 11th International Conference on Wind Engineering, 2003Lubbock TexasInternational Association for Wind Engineering (IAWE)112-116

[10]

GuhaT. K., SharmaR. N., RichardsP. J.. The effect of background leakage on wind induced internal pressure fluctuations in a low rise building with a dominant opening [C]. Proceedings of the 11th Americas Conference on Wind Engineering, 2009San Juan, Puerto RicoAmerican Association for Wind Engineering263-267

[11]

YuS.-c., LouW.-j., SunB.-nan.. Wind-induced internal pressure response for structure with single windward opening and background leakage [J]. Journal of Zhejiang University: Science A, 2008, 9(3): 313-321

[12]

YuX.-f., Quany., GuMing.. Response of wind-induced internal pressure in a two-compartment building with a dominant opening and background porosity. Part 1: Theoretical formulation and experimental verification [J]. Journal of Central South University, 2012, 19(10): 2940-2948

[13]

YuS.-c., LouW.-j., SunB.-n., LiHeng.. Frequency domain analysis of wind-induced internal pressure fluctuation in structures with openings [J]. Engineering Mechanics, 2007, 24(5): 35-41

[14]

WangZ.-hong.. Simulation of wind loading [J]. Journal of Building Structures, 1994, 15(1): 44-52

[15]

GingerJ. D., LetchfordC. W.. Net pressures on a low-rise full-scale building [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83(1/2/3): 239-250

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