Technical Papers
Feb 20, 2019

Copula-Based Joint Distribution Analysis of Wind Speed and Direction

Publication: Journal of Engineering Mechanics
Volume 145, Issue 5

Abstract

This paper presents a novel copula-based approach to model the joint cumulative distribution function (JCDF) of wind speed and direction for wind-resistant design of engineering structures. Copula functions enable the JCDF to be obtained with the corresponding marginal distributions of wind speed and wind direction. The daily maximum wind speed recorded during 1971–2017 in Dali, China, was collected and used as the data source. The Weibull distribution was applied to represent the marginal distribution of wind speed; meanwhile, the marginal distribution of wind direction was modeled by the von Mises distribution. The Farlie-Gumbel-Morgenstern (FGM) and four commonly used Archimedean copulas were employed to construct the continuous bivariate JCDF of wind speed and direction. The simulation results were compared with those obtained using the traditional methods, i.e., the approaches based on multiplication rules and angular-linear (AL) model. The statistics of the coefficient of determination R2 and root-mean-squared error (RMSE) obtained in the regression analysis were used to judge the goodness of fit of each approach. The analytical results show that the approach based on copulas can not only yield good JCDF estimations of wind speed and direction, but also provide an effective and practical way to predict the extreme wind speed at a certain return period. Moreover, the estimated extreme wind speed varies significantly in the 16 directions and the predicted extreme wind speed in the studied region will be unreliable when neglecting the joint effect of wind speed and direction.

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Acknowledgments

The authors would like to acknowledge the financial support from the National Key R&D Program of China (Grant No. 2016YFC0701108) and the State Key Program of National Natural Science Foundation of China (Grant No. 51738007) for carrying out this research. The data provided by the meteorological data center of the China Meteorological Administration are also gratefully acknowledged.

References

Bárdossy, A., and J. Li. 2008. “Geostatistical interpolation using copulas.” Water Resour. Res. 44 (7): W07412. https://doi.org/10.1029/2007WR006115.
Bartoli, G., C. Mannini, and T. Massai. 2011. “Quasi-static combination of wind loads: A copula-based approach.” J. Wind Eng. Ind. Aerodyn. 99 (6): 672–681. https://doi.org/10.1016/j.jweia.2011.01.022.
Basile, S., R. Burlon, and F. Morales. 2016. “Joint probability distributions for wind speed and direction. A case study in Sicily.” In Proc., Int. Conf. on Renewable Energy Research and Applications, 1591–1596. New York: IEEE.
Brümmer, B., E. Augstein, and H. Riehl. 1974. “On the low-level wind structure in the Atlantic trade.” Q. J. R. Meteorolog. Soc. 100 (423): 109–121. https://doi.org/10.1002/qj.49710042310.
Carnicero, J. A., M. C. Ausín, and M. P. Wiper. 2013. “Non-parametric copulas for circular–linear and circular–circular data: An application to wind directions.” Stochastic Environ. Res. Risk Assess. 27 (8): 1991–2002. https://doi.org/10.1007/s00477-013-0733-y.
Carta, J. A., C. Bueno, and P. Ramírez. 2008a. “Statistical modelling of directional wind speeds using mixtures of von Mises distributions: Case study.” Energy Convers. Manage. 49 (5): 897–907. https://doi.org/10.1016/j.enconman.2007.10.017.
Carta, J. A., P. Ramírez, and C. Bueno. 2008b. “A joint probability density function of wind speed and direction for wind energy analysis.” Energy Conver. Manage. 49 (6): 1309–1320. https://doi.org/10.1016/j.enconman.2008.01.010.
Carta, J. A., P. Ramírez, and S. Velázquez. 2009. “A review of wind speed probability distributions used in wind energy analysis: Case studies in the Canary Islands.” Renewable Sustainable Energy Rev. 13 (5): 933–955. https://doi.org/10.1016/j.rser.2008.05.005.
Chen, X., and A. Kareem. 2005. “Dynamic wind effects on buildings with 3D coupled modes: Application of high frequency force balance measurements.” J. Eng. Mech. 131 (11): 1115–1125. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:11(1115).
CMA (China Meteorological Administration). n.d. “Surface data.” Accessed August 24, 2017. http://data.cma.cn/.
Code of China. 2012. Load code for the design of building structures. GB 50009-2012. Beijing: China Architecture and Building Press.
Code of China. 2018. Specifications for surface meteorological observation-wind direction and wind speed. GB/T 35527-2017. Beijing: China Architecture and Building Press.
Coles, S. G., and D. Walshaw. 1994. “Directional modelling of extreme wind speeds.” J. R. Stat. Soc. 43 (1): 139–157.
Dong, S., C. S. Jiao, and S. S. Tao. 2017. “Joint return probability analysis of wind speed and rainfall intensity in typhoon-affected sea area.” Nat. Hazard. 86 (3): 1193–1205. https://doi.org/10.1007/s11069-016-2736-8.
Erdem, E., and J. Shi. 2011. “Comparison of bivariate distribution construction approaches for analysing wind speed and direction data.” Wind Energy 14 (1): 27–41. https://doi.org/10.1002/we.400.
Fawcett, L., and D. Walshaw. 2012. “Estimating return levels from serially dependent extremes.” Environmetrics 23 (3): 272–283. https://doi.org/10.1002/env.2133.
Goda, K., and G. M. Atkinson. 2009. “Interperiod dependence of ground-motion prediction equations: A copula perspective.” Bull. Seismol. Soc. Am. 99 (2A): 922–927. https://doi.org/10.1785/0120080286.
Harris, R. I., and N. J. Cook. 2014. “The parent wind speed distribution: Why Weibull?” J. Wind Eng. Ind. Aerodyn. 131: 72–87. https://doi.org/10.1016/j.jweia.2014.05.005.
Holleman, I., and H. Beekhuis. 2005. Evaluation of three radar product processors.. Aachen, Germany: Gamic GmbH.
Isyumov, N., E. Ho, and P. Case. 2014. “Influence of wind directionality on wind loads and responses.” J. Wind Eng. Ind. Aerodyn. 133: 169–180. https://doi.org/10.1016/j.jweia.2014.06.006.
Jin, J. M., and S. J. Zhang. 1996. Computation of special functions. New York: Wiley.
Johnson, R. A., J. W. Evans, and D. W. Green. 1999. “Some bivariate distributions for modeling the strength properties of lumber.” Mech. Syst. Sig. Process. 6 (3): 251–260.
Johnson, R. A., and T. E. Wehrly. 1978. “Some angular-linear distributions and related regression models.” J. Am. Stat. Assoc. 73 (363): 602–606. https://doi.org/10.1080/01621459.1978.10480062.
Jones, R. H. 1976. “Fitting a circular distribution to a histogram.” J. Appl. Meteorol. 15 (1): 94–98. https://doi.org/10.1175/1520-0450(1976)015%3C0094:FACDTA%3E2.0.CO;2.
Koeppl, G. W. 1982. Putnam’s power from the wind. 2nd ed. New York: Van Nostrand Reinhold.
Lange, B., and J. Højstrup. 2001. “Evaluation of the wind-resource estimation program WAsP for offshore applications.” J. Wind Eng. Ind. Aerodyn. 89 (3): 271–291. https://doi.org/10.1016/S0167-6105(00)00082-9.
Mardia, K. V. 1976. “Linear-circular correlation coefficients and rhythmometry.” Biometrika 63 (2): 403–405. https://doi.org/10.2307/2335637.
McWilliams, B., M. M. Newmann, and D. Sprevak. 1979. “The probability distribution of wind velocity and direction.” Wind Eng. 3 (4): 269–273.
Melchiori, M. R. 2003. Which Archimedean copula is the right one? 1–20. East Horsley, England: YieldCurve e-J.
Michele, C. D., G. Salvadori, M. Canossi, A. Petaccia, and R. Rosso. 2005. “Bivariate statistical approach to check adequacy of dam spillway.” J. Hydrol. Eng. 10 (1): 50–57. https://doi.org/10.1061/(ASCE)1084-0699(2005)10:1(50).
Naess, A. 1998. “Estimation of long return period design values for wind speeds.” J. Eng. Mech. 124 (3): 252–259. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:3(252).
Nelsen, B. 2006. An introduction to copulas. New York: Springer.
Rodriguez, J. C. 2007. “Measuring financial contagion: A copula approach.” J. Empirical Finance 14 (3): 401–423. https://doi.org/10.1016/j.jempfin.2006.07.002.
Ross, S. M. 1976. A first course in probability. New York: Macmillan
Simiu, E., and N. A. Heckert. 2015. “Ultimate wind loads and direction effects in non-hurricane and hurricane-prone regions.” Environmetrics 9 (4): 433–444. https://doi.org/10.1002/(SICI)1099-095X(199807/08)9:4%3C433::AID-ENV313%3E3.0.CO;2-Q.
Simiu, E., and R. H. Scanlan. 1996. Wind effects on structures. New York: Wiley.
Venanzi, I. 2017. “Investigation on life-cycle damage cost of wind-excited tall buildings considering directionality effects.” J. Wind Eng. Ind. Aerodyn. 171: 207–218. https://doi.org/10.1016/j.jweia.2017.09.020.
Weber, R. 1991. “Estimator for the standard deviation of wind direction based on moments of the cartesian components.” J. Appl. Meteorol. 30 (9): 1341–1353. https://doi.org/10.1175/1520-0450(1991)030%3C1341:EFTSDO%3E2.0.CO;2.
Wen, Y. K. 1983. “Wind direction and structural reliability: I.” J. Struct. Eng. 109 (4): 1028–1041. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:4(1028).
Wen, Y. K. 1984. “Wind direction and structural reliability: II.” J. Struct. Eng. 110 (6): 1253–1264. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:6(1253).
Xiao, Y. Q., Q. S. Li, Z. N. Li, Y. W. Chow, and G. Q. Li. 2006. “Probability distributions of extreme wind speed and its occurrence interval.” Eng. Struct. 28 (8): 1173–1181. https://doi.org/10.1016/j.engstruct.2006.01.001.
Xu, Y., X. S. Tang, J. P. Wang, and H. Kuo-Chen. 2016. “Copula-based joint probability function for PGA and CAV: A case study from Taiwan.” Earthquake Eng. Struct. Dyn. 45 (13): 2123–2136. https://doi.org/10.1002/eqe.2748.
Xu, Y. L., J. Chen, C. L. Ng, and H. J. Zhou. 2018. “Occurrence probability of wind-rain-induced stay cable vibration.” Adv. Struct. Eng. 11 (1): 53–69. https://doi.org/10.1260/136943308784069487.
Yang, X. C., and Q. H. Zhang. 2013. “Joint probability distribution of winds and waves from wave simulation of 20 years (1989–2008) in Bohai Bay.” Water Sci. Eng. 6 (3): 296–307. https://doi.org/ 10.3882/j.issn.1674-2370.2013.03.006.
Zhang, J., Y. Zhao, and Z. Ding. 2016. “Research on the joint probability distribution of rainfall and reference crop evapotranspiration.” Paddy Water Environ. 15 (1): 193–200. https://doi.org/10.1007/s10333-016-0540-4.
Zhang, X., and X. Chen. 2015. “Assessing probabilistic wind load effects via a multivariate extreme wind speed model: A unified framework to consider directionality and uncertainty.” J. Wind Eng. Ind. Aerodyn. 147: 30–42. https://doi.org/10.1016/j.jweia.2015.09.002.
Zhou, J., E. Erdem, G. Li, and J. Shi. 2010. “Comprehensive evaluation of wind speed distribution models: A case study for North Dakota sites.” Energy Conver. Manage. 51 (7): 1449–1458. https://doi.org/10.1016/j.enconman.2010.01.020.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 145Issue 5May 2019

History

Received: Jan 17, 2018
Accepted: Oct 15, 2018
Published online: Feb 20, 2019
Published in print: May 1, 2019
Discussion open until: Jul 20, 2019

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Authors

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Hong-Nan Li, F.ASCE [email protected]
Professor, State Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China; Professor, School of Civil Engineering, Shenyang Jianzhu Univ., Shenyang 110168, China. Email: [email protected]
Xiao-Wei Zheng [email protected]
Ph.D. Candidate, State Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]
Postdoctoral Researcher, State Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). Email: [email protected]

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