Non-Gaussian characteristics of the wind pressure on a roof with irregular shape

XIA Yuchao,CHEN Shuifu

Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (2) : 123-130.

PDF(1653 KB)
PDF(1653 KB)
Journal of Vibration and Shock ›› 2019, Vol. 38 ›› Issue (2) : 123-130.

Non-Gaussian characteristics of the wind pressure on a roof with irregular shape

  • XIA Yuchao,CHEN Shuifu
Author information +
History +

Abstract

The rigid model wind tunnel experiments on an open-type roof with irregular shape were conducted.The mean wind-pressure coefficients,fluctuating wind-pressure coefficients,skewness and kurtosis were analyzed.The lognormal-Weibull mixture distribution model,lognormal-lognormal mixture distribution model and Weibull-Weibull mixture distribution model were adopted to fit the probability distribution of pressure coefficient time series of the taps.The data analysis shows that the maximum negative pressures appear on the eaves,and corners of the roof on the windward.What’s more,several extreme value areas are arranged in a line on the bulge part of the roof due to its irregular shape.The wind pressure in different parts of the roof presents different degrees of non-Gaussian properties and it shows strong non-Gaussian property when the taps are in flow separation regions.The three mixture models show some difference in the fitting results.The lognormal-Weibull mixture distribution model is appropriate for fitting the probability distribution of pressure coefficients with various skewness.

Key words

roof with irregular shape / wind pressure coefficients / probability distribution / mixture model / non-Gaussian characteristics

Cite this article

Download Citations
XIA Yuchao,CHEN Shuifu. Non-Gaussian characteristics of the wind pressure on a roof with irregular shape[J]. Journal of Vibration and Shock, 2019, 38(2): 123-130

References

[1] 中华人民共和国国家标准. 建筑结构荷载规范(GB 50009-2012)[S]. 中国建筑工业出版社,2006.
[2] Stathopoulos T. Wind Pressure Functions for Flat Roofs[J]. Journal of the Engineering Mechanics Division, 1981, 107(5):889-905.
[3] 王海振. 鞍型屋盖围护结构风荷载特性及设计风荷载[D]. 北京交通大学, 2015.
WANG Hai-zhen. Characteristics of wind load and design wind load on claddings and components of saddle roof[D]. Beijing Jiaotong University, 2015.
[4] Davenport A G. Gust loading factors[J]. Journal of the Structural Division, 1967, 93(3): 11-34.
[5] Stathopoulos T. PDF of wind pressures on low-rise buildings[J]. Journal of the structural Division, 1980, 106(5): 973-990.
[6] Holmes J D. Non-Gaussian characteristics of wind pressure fluctuations[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1981, 7(1): 103-108.
[7] Kawai H. Pressure fluctuations on square prisms-applicability of strip and quasi-steady theories[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1983, 13(1-3): 197-208.
[8] Letchford C W, Iverson R E, McDonald J R. The application of the quasi-steady theory to full scale measurements on the Texas Tech Building[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1993, 48(1): 111-132.
[9] 王旭, 黄鹏, 顾明. 海边坡角可调试验房风荷载现场实测研究[J]. 振动与冲击, 2012, 31(5):176-182.
Wang Xu, Huang Peng, Gu Ming. Field investigation on wind loads of a building with adjustable roof pitch near sea.[J]. Journal of Vibration and Shock, 2012, 31(5):176-182.
[10] Sadek F, Simiu E. Peak non-Gaussian wind effects for database-assisted low-rise building design[J]. Journal of Engineering Mechanics, 2002, 128(5): 530-539.
[11] Tieleman H W, Ge Z, Hajj M R. Theoretically estimated peak wind loads[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2007, 95(2): 113-132.
[12] 陈斌. 典型低矮建筑屋面风压的概率统计分析及极值研究[D]. 上海: 同济大学, 2008.
CHEN Bin. Probability characteristics and extreme values of wind pressure on roofs of typical low-rise buildings[D]. Tongji University, 2008.
[13] Cook N J. Short communication: On the Gaussian-Exponential Mixture Model for pressure coefficients[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2016, 153:71-77.
[14] 程红伟, 陶俊勇, 蒋瑜,等. 基于高斯混合模型的非高斯随机振动幅值概率密度函数[J]. 振动与冲击, 2014, 33(5):115-119.
Cheng Hong-Wei, Tao Jun-Yong, Jiang-Yu, et al. Amplitude probability density functions for non-Gaussian random vibrations based on a Gaussian mixture model[J]. Journal of Vibration and Shock, 2014, 33(5):115-119.
[15] Huang M. Peak distributions and peak factors of wind-induced pressure processes on tall buildings[M]//High-Rise Buildings under Multi-Hazard Environment. Springer Singapore, 2017: 83-104.
[16] 陶玲, 黄鹏, 顾明, 等. 低矮房屋风压时程的概率分布[J]. 同济大学学报: 自然科学版, 2013 (1): 27-32.
TAO Ling, HUANG Peng, GU Ming, et al. Probability density distribution of wind pressure time series of low-rise buildings[J]. Journal of Tongji University(Natural Science) , 2013 (1): 27-32.
[17] 黄本才. 结构抗风分析原理及应用[M]. 同济大学出版社, 2001.
HUANG Ben-Cai. Principle and application of wind resistant analysis of structures[M]. Tongji University Press, 2001.
[18] 孙瑛, 武岳,林志兴, 等. 大跨屋盖结构风压脉动的非高斯特性[J]. 土木工程学报, 2007, 40(4): 1-5.
SUN Ying, WU Yue, LIN Zhixing, et al. Non-Gaussian features of fluctuating wind pressures on long span roofs[J]. China Civil Engineering Journal, 2007, 40(4): 1-5.
[19] 刘新, 田玉基. 围护结构非高斯风压时程的峰值因子[J]. 北京交通大学学报, 2013, 37(4):128-133.
LIU Xin, TIAN Yuji. Peak factor of non-Gaussian time history of wind pressure for enclosure structure[J]. Journal of Beijing Jiaotong University, 2013, 37(4):128-133.
[20] Li M, Li X. MEP-type distribution function: a better alternative to Weibull function for wind speed distributions[J]. Renewable energy, 2005, 30(8): 1221-1240.
PDF(1653 KB)

Accesses

Citation

Detail

Sections
Recommended

/