Abstract
This paper presents the wind characteristics of an existing long span bridge based on the measured wind data. The wind data obtained from the two measuring stations on the Seohae bridge are processed and statistically analyzed. The Weibull distribution is used to model the wind speed on the bridge. The parameters of the Weibull distribution,k andc are estimated using two methods, the that the two methods give a good fit to the distribution of the measured wind speed data on the bridge. The dominant wind directions on the FCM bridge are northwest and east. The wind rose diagram shows that strong winds usually come from the northwest. From the Weibull distribution for each direction, it can be known that the parameters ofk andc are quite different according to the wind direction.
Similar content being viewed by others
References
Ang, A.H-S. and Tang, W.H. (1975).Probability Concepts in Engineering Planning and Design, John Wiley & Sons, Inc., New York.
Dorvlo, A.S.S. (2002). “Estimating wind speed distribution.”Energy Conversion and Management, Vol. 43, pp. 2311–2318.
Hoel, P.G. (1962)Introduction to Mathematical Statistics, John Wiley & Sons, Inc., New York.
Hennessey, J. (1977). “Some aspects of wind power statistics.”Journal of Applied Meteorology, Vol. 16, No. 2, pp. 119–128.
Justus, C.G., Hargraves, W.R., Mikhail, A., and Graber, D. (1978). “Methods for estimating wind speed frequency distribution.”Journal of Applied Meteorology, Vol. 17, No. 3, pp. 350–353.
Lin, J.G., Yim, J.Z., and Huang, W.P. (1999). “Correlations of the wind field data at Taichung Harbor, Taiwan.”Proceedings of the 10th International Conference on Wind Engineering. Copenhagen, Denmark, pp. 251–255.
Park, J.C., Park, C.M., and Song, P.Y. (2004). “Evaluation of structural behaviors using full scale measurements on the Seohae cable-stayed bridge.”Journal of Korean Society of Civil Engineering, Vol. 24, No. 2A, pp. 249–257.
Rehman, S., Halawani, T.O., and Husain, T. (1994). “Weibull parameters for wind speed ditribution in Saudi Arabia.”Solar Energy, Vol. 3, No. 6, pp. 473–479.
Rohatgi, J.S., de Medeiros, A.L.R., and Cavalcanti, R.A. (1989). “Statistical testing of Weibull and other frequency distributions of wind speed variations for different sites.”Proc. Eur. Wind Energy Conf. Exhib. (EWEC '89), Peter Peregrinus, Brazil, Vol. 2, pp.880–883.
Simiu, E. and Scanlan, R.H. (1996).Wind Effects on Structures-Fundamentals and Applications to Design, John Wiley & Sons, Inc., New York.
Stevens, M.J.M. and Smulders, P.T. (1979). “The estimation of the parameters of the Weibull wind speed distribution for wind energy utilization purposes.”Wind Engineering, Vol. 3, No. 2, pp. 132–145.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Jo, B.W., Park, J.C. & Kim, C.H. Wind characteristics of existing long span bridge based on measured data. KSCE Int. J Civ Eng 9, 219–224 (2005). https://doi.org/10.1007/BF02829053
Received:
Accepted:
Issue Date:
DOI: https://doi.org/10.1007/BF02829053