Acknowledgement
The supports provided in part by National Nature Science Foundation of China (51720105005), 111 Project of China (B18062), and Chinese Fundamental Research Funds for the Central Universities (2018CDPTCG0001/7) are greatly acknowledged.
References
- Alrawashdeh, H. and Stathopoulos, T. (2015), "Wind pressures on large roofs of low buildings and wind codes and standards", J. Wind Eng. Ind. Aerod., 147, 212-225. https://doi.org/10.1016/j.jweia.2015.09.014.
- Chen, X.Z. and Huang, G.Q. (2009), "Estimation of probabilistic extreme wind load effects: Combination of aerodynamic and wind climate data", J. Eng. Mech., 136(6), 747-760. https://doi:10.1061/(asce)em.1943-7889.0000118.
- Coles, S.G. and Tawn, J.A. (1991), "Modelling extreme multivariate events", J. Royal Statistical Soc., 53(2), 377-392. https://doi.org/10.1111/j.2517-6161.1991.tb01830.x.
- Cook, N.J. (1990), The Designer's Guide to Wind Loading of Building Structures. Vol. 2: Static Structures.
- Cook, N.J. and Mayne, J.R. (1979), "A novel working approach to the assessment of wind loads for equivalent static design", J. Ind. Aerod., 4(2), 149-164. https://doi.org/10.1016/0167-6105(79)90043-6.
- Davenport, A.G. (1967), "Gust loading factors", J. Struct. Div., ASCE, 93(ST3), 11-34. https://doi.org/10.1061/JSDEAG.0001692
- Davenport, A.G., Surry, D. and Stathopoulos, T. (1977a), "Wind loads on low rise buildings: Final report of phases I and II BLWT-SS8-1977", Univ. of Western Ontario, London, Canada.
- Davenport, A.G., Surry, D. and Stathopoulos, T. (1977b), "Wind loads on low rise buildings: Final report of phases III BLWTSS8-1977", Univ. of Western Ontario, Ontario, Canada.
- Ding, J. and Chen, X. (2014), "Assessment of methods for extreme value analysis of non-gaussian wind effects with shortterm time history samples", Eng. Struct., 80, 75-88. https://doi.org/10.1016/j.engstruct.2014.08.041.
- Dong, X. and Ye, J. (2012), "The point and area-averaged wind pressure influenced by conical vortices on saddle roofs", J. Wind Eng. Ind. Aerod., 101, 67-84. https://doi.org/10.1016/j.jweia.2011.12.001.
- Durst, C.S. (1960), "Wind speeds over short periods of time", Meteorol. Mag., 89(1056), 181-187.
- Galambos, J. and Macri, N. (1999), "Classical extreme value model and prediction of extreme winds", J. Struct. Eng., 125(7), 792-794. https://doi.org/10.1061/(asce)0733-9445(1999)125:7(792).
- Greenway, M.E. (1979), "An analytical approach to wind velocity gust factors", J. Wind Eng. Ind. Aerod., 5(1), 61-91. https://doi.org/10.1016/0167-6105(79)90025-4.
- Grigoriu, M. (1995), Applied Non-Gaussian Processes, Prentice-Hall.
- Gumley, S.J. (1984), "A parametric study of extreme pressures for the static design of canopy structures", J. Wind Eng. Ind. Aerod., 16(1), 43-56. https://doi.org/10.1016/0167-6105(84)90048-5.
- Harris, R.I. (2005), "A new direct version of the Cook-Mayne method for wind pressure probabilities in temperate storms", J. Wind Eng. Ind. Aerod., 93(7), 581-600. https://doi.org/10.1016/j.jweia.2005.05.004.
- Harris, R.I. (2005), "Generalised Pareto methods for wind extremes. Useful tool or mathematical mirage", J. Wind Eng. Ind. Aerod., 93(5), 341-360. https://doi.org/10.1016/j.jweia.2005.02.004.
- Holmes, J.D. (1997), "Equivalent time averaging in wind engineering", J. Wind Eng. Ind. Aerod., 72, 411-419. https://doi.org/10.1016/s0167-6105(97)00266-3.
- Holmes, J.D. and Cochran, L.S. (2003), "Probability distributions of extreme pressure coefficients", J. Wind Eng. Ind. Aerod., 91(7), 893-901. https://doi.org/10.1016/s0167-6105(03)00019-9.
- Holmes, J.D. and Moriarty, W. (1999), "Application of the generalized pareto distribution to extreme value analysis in wind engineering", J. Wind Eng. Ind. Aerod., 83(1-3), 1-10. https://doi.org/10.1016/s0167-6105(99)00056-2.
- Huang, G., Luo, Y., Gurley, K.R. and Ding, J. (2016), "Revisiting moment-based characterization for wind pressures", J. Wind Eng. Ind. Aerod., 151, 158-168. https://doi.org/10.1016/j.jweia.2016.02.006.
- Hui, Y., Tamura, Y. and Yang, Q. (2017), "Estimation of extreme wind load on structures and claddings", J. Eng. Mech., 143(9), 04017081. https://doi.org/10.1061/(asce)em.1943-7889.0001304.
- Kareem, A. and Cermak, J.E. (1984), "Pressure fluctuations on a square building model in boundary-layer flows", J. Wind Eng. Ind. Aerod., 16(1), 17-41. https://doi.org/10.1016/0167-6105(84)90047-3.
- Kareem, A. and Zhao, J. (1994), "Analysis of non-gaussian surge response of tension leg platforms under wind loads", J. Offshore Mech. Arctic Eng., 116(3), 137-144 https://doi.org/10.1115/1.2920142.
- Kasperski, M. (2007), "Design wind loads for a low-rise building taking into account directional effects", J. Wind Eng. Ind. Aerod., 95(9-11), 1125-1144. https://doi.org/10.1016/j.jweia.2007.01.019.
- Kasperski, M. (2009), "Specification of the design wind load-a critical review of code concepts", J. Wind Eng. Ind. Aerod., 97(7-8), 335-357. https://doi.org/10.1016/j.jweia.2009.05.002.
- Kotz, S. and Nadarajah, S. (2000), Extreme Value Distributions. Theory and Applications. Price theory and applications. Prentice Hall.
- Lawson, T.V. (1976), "The design of cladding", Build. Environ., 11(1), 37-38. https://doi.org/10.1016/0360-1323(76)90017-2
- Lin, J.X. and Surry, D. (1998), "The variation of peak loads with tributary area near corners on flat low building roofs", J. Wind Eng. Ind. Aerod., 77-78(5), 185-196. https://doi.org/10.1016/s0167-6105(98)00142-1.
- Peterka, J.A., Hosoya, N., Dodge, S., Cochran, L. and Cermak, J. E. (1998), "Area-average peak pressures in a gable roof vortex region", J. Wind Eng. Ind. Aerod., 77-78(98), 205-215. https://doi.org/10.1016/s0167-6105(98)00144-5.
- Sadek, F. and Simiu, E. (2002), "Peak non-gaussian wind effects for database-assisted low-rise building design", J. Eng. Mech., 128(5), 530-539 https://doi.org/10.1061/(asce)0733-9399(2002)128:5(530).
- Shi, D.J. (1995a), "Moment estimation for multivariate extreme value distribution", Appl. Mathem., 10(1), 61-68. https://doi.org/10.1007/bf02663895.
- Shi, D.J. (1995b), "Multivariate extreme value distribution and its fisher information matrix", Acta Mathematicae Applicatae Sinica, 11(4), 421-428. https://doi.org/10.1007/bf02007180.
- Simiu, E. and Heckert, N.A. (1996), "Extreme wind distribution tails: a peaks over threshold approach", J. Struct. Eng., 122(5), 539-547. https://doi.org/10.1061/(asce)0733-9445(1996)122:5(539).
- Stathopoulos, T., Surry, D. and Davenport, A.G. (1981), "Effective wind loads on flat roofs", J. Struct. Div., 107(2), 281-298. https://doi.org/10.1061/JSDEAG.0005642
- Stathopoulos, T., Wang, K. and Wu, H. (2001), "Wind pressure provisions for gable roofs of intermediate roof slope", Wind Struct., 4(2), 119-130. https://doi.org/10.12989/was.2001.4.2.119.
- Uematsu, Y. and Isyumov, N. (1998), "Peak gust pressures acting on the roof and wall edges of a low-rise building", J. Wind Eng. Ind. Aerod., 77-78(5), 217-231. https://doi.org/10.1016/s0167-6105(98)00145-7.
- Uematsu, Y. and Isyumov, N. (1999), "Wind pressures acting on low-rise buildings", J. Wind Eng. Ind. Aerod., 82(1-3), 1-25. https://doi.org/10.1016/s0167-6105(99)00036-7.
- Yang, Q.S. and Li, D.Y. (2015), "A zoning method for wind pres sures dist r ibut ion on roofs based on K-means clustering", The 14th International Conference on Wind Engineering, Porto Alegre, Brazil, June.