DOI QR코드

DOI QR Code

A revised Hermite peak factor model for non-Gaussian wind pressures on high-rise buildings and comparison of methods

  • Dongmei Huang (School of Civil Engineering, Central South University) ;
  • Hongling Xie (School of Civil Engineering, Central South University) ;
  • Qiusheng Li (Department of Architecture and Civil Engineering, City University of Hong Kong)
  • Received : 2021.11.25
  • Accepted : 2023.01.05
  • Published : 2023.01.26

Abstract

To better estimate the non-Gaussian extreme wind pressures for high-rise buildings, a data-driven revised Hermitetype peak factor estimation model is proposed in this papar. Subsequently, a comparative study on three types of methods, such as Hermite-type models, short-time estimate Gumbel method (STE), and new translated-peak-process method (TPP) is carried out. The investigations show that the proposed Hermite-type peak factor has better accuracy and applicability than the other Hermite-type models, and its absolute accuracy is slightly inferior to the STE and new TPP methods for non-Gaussian wind pressures by comparing with the observed values. Moreover, these methods generally overestimate the Gaussian wind pressures especially the STE.

Keywords

Acknowledgement

The work described in this paper was supported by the National Natural Science Foundation (project no. 52078503, 51208524), the Hunan Province Natural Science Foundation (project no. 2020JJ4708, 2017JJ2318). Any opinions and concluding remarks presented here are entirely those of the authors.

References

  1. AIJ (2015), Recommendations for Loads on Buildings, Architectural Institute of Japan, Tokyo, Japan.
  2. ASCE 7-10 (2016), Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers; Reston Va, United States.
  3. Cook, N.J. and Mayne, J.R. (1979), "A novel working approach to the assessment of wind loads for equivalent static design", J. Wind Eng. Ind. Aerod., 4(2), 149-164. https://doi.org/10.1016/0167-6105(79)90043-6.
  4. Cheng, P.W., van, Bussel, G.J.W., van, Kuik, G.A.M. and Vugts, J.H. (2003), "Reliability-based design methods to determine the extreme response distribution of offshore wind turbines", Wind Energy, 6(1),1-2. https://doi.org/10.1002/we.80.
  5. Choi, M. and Sweetman, B. (2010), "The Hermite moment model for highly skewed response with application to tension leg platforms", J. Offshore Mech. Arctic Eng., 132 (2), 021602-021608. https://doi.org/10.1115/1.4000398.
  6. Davenport, A.G. (1964), "Note on the distribution of the largest value of a random function with application to gust loading", P. I. Civil Eng-Civ. En., 28(2), 187-196. https://doi.org/10.1680/iicep.1964.10112.
  7. Gavanski, E., Gurley, K.R. and Kopp, G.A. (2016), "Uncertainties in the estimation of local peak pressures on low-rise buildings by using the Gumbel distribution fitting approach", J. Struct. Eng., ASCE, 142(11), 04016106. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001556.
  8. GB50009-2012 (2012), Load Code for the Design of Building Structures, Ministry of housing and urban rural development of the people's Republic of China; Beijing, China.
  9. Gioffre, M., Gusella, V. and Grigoriu, M. (2001), "Non-Gaussian wind pressure on prismatic buildings: I: Stochastic field", J. Struct. Eng., ASCE, 127(9), 981-989. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(981).
  10. Grigoriu, M. (1984), "Crossings of non-Gaussian translation process", J. Eng. Mech., ASCE, 110(4), 610-620. https://doi.org/10.1061/(ASCE)0733-9399(1984)110:4(610).
  11. Gumbel, E.J. (1958), Statistics of Extremes, Columbia University Press, New York, NY, USA.
  12. Gurley, K.R., Tognarelli. M.A. and Kareem, A. (1997), "Analysis and simulation tools for wind engineering", Probabilist. Eng. Mech., 12(1), 9-31. https://doi.org/10.1016/S0266-8920(96)00010-0.
  13. Han, H., Li, C.X. and Li, J.H. (2021), "Fast simulation of largescale non-stationary wind velocities based on adaptive interpolation reconstruction scheme", Wind Struct., 33(1), 55-69. https://doi.org/10.12989/was.2021.33.1.055.
  14. Huang, D.M., Zhu, L.D. and Chen, W. (2014), "Power spectra of wind forces on a high-rise building with section varying along height", Wind Struct., 18(3), 295-320. https://doi.org/10.12989/was.2014.18.3.295.
  15. Huang, D.M., Zhu, L.D. and Chen, W. (2015a), "Vertical coherence functions of wind forces and influences on windinduced responses of a high-rise building with section varying along height", Wind Struct., 21(2), 119-158. https://doi.org/10.12989/was.2015.21.2.119.
  16. Huang, D.M., Zhu, L.D. and Chen, W., (2015b), "Covariance proper transformation-based pseudo excitation algorithm and simplified SRSS method for the response of high-rise building subject to wind-induced multi-excitation", Eng. Struct., 100, 425-441. https://doi.org/10.1016/j.engstruct.2015.05.040.
  17. Huang, D.M., Zhu, L.D, Ding, Q.S., Zhu, X. and Chen, W. (2017), "Aeroelastic and aerodynamic interference effects on a high-rise building", J. Fluids Struct., 69, 355-381. https://doi.org/10.1016/j.jfluidstructs.2017.01.007.
  18. Huang, D.M., Zhu, L.D., Ren, W.X. and Ding, Q.S. (2018), "A harmonic piecewise linearization-wavelet transforms method for identification of non-linear vibration "black box" systems: Application in wind-induced vibration of a high-rise building", J. Fluids Struct., 78, 239-262. https://doi.org/10.1016/j.jfluidstructs.2017.12.021.
  19. Huang, D.M., Wu, T. and He, S.Q. (2020), "Experimental investigation of vortex-induced aeroelastic effects on a square cylinder in uniform flow", Wind Struct., 25(1), 1-18. https://doi.org/10.12989/was.2020.30.1.037.
  20. Huang, M.F., Lou, W.J., Chan, C. and Sheng, B. (2013a), "Peak factors of non-Gaussian wind forces on a complex-shaped tall building", Struct. Des. Tall. Spec., 22(14), 1105-1118. https://doi.org/10.1002/tal.763.
  21. Huang M.F., Lou, W.J., Chan, C., Li, N. and Pan, X.T. (2013b), "Peak distributions and peak factors of wind-induced pressure processes on tall building", J. Struct. Eng., ASCE, 139(12), 1744-1756. https://doi.org/10.1007/978-981-10-1744-5_4.
  22. Kareem, A. and Zhao, J. (1994), "Analysis of non-Gaussian surge response of tension leg platforms under wind loads", J. Offshore Mech. Arct., 116(3), 137-144. https://doi.org/10.1115/1.2920142.
  23. Kareem, A. and Wu, T. (2013), "Wind-induced effects on bluff bodies in turbulent flows: Nonstationary, non-Gaussian and nonlinear features", J. Wind Eng. Ind. Aerod. 122, 21-37. https://doi.org/10.1016/j.jweia.2013.06.002.
  24. Ko, N.H., You, K.P. and Kim, Y.M. (2005), "The effect of nonGaussian local wind pressures on a side face of a square building", J. Wind Eng. Ind. Aerod., 93, 383-397. https://doi.org/10.1016/j.jweia.2005.03.001.
  25. Kwon, D. and Kareem, A. (2011), "Peak factors for Non-Gaussian load effects revisited", J. Struct. Eng., ASCE, 137(12), 1611-1619. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000412.
  26. Li, Q. and Scott, R.J. (2011), Nonparametric Econometrics Theory and Practice. Princeton University Press, Princeton, NJ, USA.
  27. Peng, X.L., Yang, L.P., Gavanski, E., Gurley, K. and Prevatt, D. (2014), "A comparison of methods to estimate peak wind loads on buildings", J. Wind Eng. Ind. Aerod, 126, 11-23. https://doi.org/10.1016/j.jweia.2013.12.013.
  28. Pillai, S.N. and Tamura, Y. (2009), "Generalized peak factor and its application to stationary random processes in wind engineering applications", J. Wind Eng.,6(1 supplement 1), 1-10.
  29. Quan, Y., Wang, F. and Gu, M. (2014), "A method for estimation of extreme values of wind pressure on buildings based on the generalized extreme-value theory", Math.Probl. Eng. 6, 1-22. https://doi.org/10.1155/2014/926253.
  30. Reeves, C.R. and Rowe, J.E. (2002), Genetic Algorithms, Principles and Perspectives Kluwar Academic Publishers, New York, NY, USA.
  31. Sadek, F. and Simiu, E. (2002), "Peak non-Gaussian wind effects for data base assisted low-rise building design", J. Eng. Mech., ASCE, 128(5), 530-539. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:5(530).
  32. Simiu, E., Heckert, N.A., Filliben, J.J. and Johnson, S.K. (2001), "Extreme wind load estimates based on the Gumbel distribution of dynamic pressures: an assessment", Struct. Saf., 23, 221-229. https://doi.org/10.1016/S0167-4730(01)00016-9.
  33. Song, J., Xu, W., Hu, G., Liang, S.G. and Tan, J. (2019), "NonGaussian properties and their effects on extreme values of wind pressure on the roof of long-span structures", J. Wind Eng. Ind. Aerod., 184, 106-115. https://doi.org/10.1016/j.jweia.2018.11.027.
  34. Winterstein, S.R. (1987), Moment-Based Hermite Models of Random Vibration, Technical Report R-219; Technical University of Denmark, Lyngby, Copenhagen, Denmark.
  35. Winterstein, S.R. and Kashef, T. (2000), "Moment-based load and response models with wind engineering applications", J. Sol. Energ.,122(3), 122-128. https://doi.org/10.1115/1.1288028.
  36. Winterstein, S.R. and MacKenzie, C.A. (2013), "Extremes of nonlinear vibration: comparing models based on moments, lmoments, and maximum entropy", J. Offshore Mech. Arct., 135(2), 021602. https://doi.org/10.1115/1.4007050.
  37. Wu, T. and Kareem, A. (2015), "A low-dimensional model for nonlinear bluff-body aerodynamics: A peeling-an-onion analogy", J. Wind Eng. Ind. Aerod., 146, 128-138. https://doi.org/10.1016/j.jweia.2015.08.009.
  38. Yang, L., Gurley, K.R. and Prevatt, D.O. (2013), "Probabilistic modeling of wind pressure on low-rise buildings", J. Wind Eng. Ind. Aerod., 114(0), 18-26. https://doi.org/10.1016/j.jweia.2012.12.014.
  39. Zhang, J.W. and Li, Q.S. (2018), "Field measurements of wind pressures on a 600m high skyscraper during a landfall typhoon and comparison with wind tunnel test", J. Wind Eng. Ind. Aerod., 175, 391-407. https://doi.org/10.1016/j.jweia.2018.02.012.
  40. Zhu, H.T., Yang, B., Zhang, Q.l., Pan, L.C. and Sun, S.Y. (2021), "Wind engineering for high-rise buildings: A review", Wind Struct., 32(3), 249-265. https://doi.org/10.12989/was.2021.32.3.249.