Acknowledgement
Supported by : National Science Foundation of China, Higher Education Institutions of China, Ministry of Education of China, Jiangsu Higher Education Institutions
References
- American National Standards Institute. (1972), American national standard building code requirements for minimum design loads in buildings and other structures, New York.
- Andersen, O.J. and Lovseth, J. (1995), "Gale force maritime wind, the Froya data base, Part 1: sites and instrumentation, review of the database", J. Wind Eng. Ind. Aerod., 57(1), 97-109. https://doi.org/10.1016/0167-6105(94)00101-I
- Associate Committee on the National Building Code and National Research Council of Canada. (1970), Canadian structural design manual, Ottawa.
- Chen, X.Z. and Kareem, A. (2002), "Advances in modeling of aerodynamic forces on bridge decks", J. Eng. Mech.-ASCE, 128(11), 1193-1205. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:11(1193)
- Chen, Z.Q., Wang, X.Y., Ni, Y.Q. and Ko J.M. (2002), "Field measurements on wind-rain-induced vibration of bridge cables with and without MR damper", Proceedings of the 3rd World Conference on Structural Control. Como, Italy, January.
- Cho, S., Jang, S.A., Jo, H., Park, J.W., Jung, H.J., Yun, C.B., Spencer, Jr., B.F. and Seo, J.W. (2010), "Structural health monitoring of a cable-stayed bridge using smart sensor technology: data analyses", Smart Struct. Syst., 6(5-6), 461-480. https://doi.org/10.12989/sss.2010.6.5_6.461
- Davenport, A.G. (1961), "The Spectrum of Horizontal Gushiness near the Ground in High Winds", Q. J. Roy. Meteor. Soc., 87, 194-211. https://doi.org/10.1002/qj.49708737208
- Gimsing, N.J. (1983), Cable-supported bridges: concept and design, John Wiley & Sons, New York, NY, USA.
- Harris, R.I. (1970), "The nature of the wind", Proceedings of the Seminar on the Modern Design of Wind Sensitive Structures, London, UK.
- Huang G.Q., Chen X.Z., Liao H.L. and Li, M.S. (2013), "Predicting of tall building response to non-stationary winds using multiple wind speed samples", Wind Struct., 17(2), 227-244. https://doi.org/10.12989/was.2013.17.2.227
- 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
- Hui, M.C., Larsen, A. and Xiang, H.F. (2009a), "Wind turbulence characteristics study at the Stonecutters Bridge site: Part I-Mean wind and turbulence intensities", J. Wind Eng. Ind. Aerod., 97(1), 22-36. https://doi.org/10.1016/j.jweia.2008.11.002
- Hui, M.C., Larsen, A. and Xiang, H.F. (2009b), "Wind turbulence characteristics study at the Stonecutters Bridge site: Part II-Wind power spectra, integral length scales and coherences", J. Wind Eng. Ind. Aerod., 97(1), 48-59. https://doi.org/10.1016/j.jweia.2008.11.003
- Jang, S., Jo, H., Cho, S., Mechitov, K., Rice, J.A., Sim, S.H., Jung, H.J., Yun, C.B., Spencer, Jr. B.F. and Agha, G. (2010), "Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation", Smart Struct. Syst., 6(5-6), 439-459. https://doi.org/10.12989/sss.2010.6.5_6.439
- Kaimal, J.C. (1972), "Spectral Characteristics of Surface Layer Turbulence", Q. J. Roy. Meteor. Soc., 98, 563-589. https://doi.org/10.1002/qj.49709841707
- Kareem, A. (1985), "Wind-induced Response Analysis of Tension Leg Platforms", J. Struct. Eng.-ASCE, 111(1), 37-55. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:1(37)
- Kato, N., Ohukuma, T., Kim, J.R. et al. (1992), "Full scale measurements of wind velocity in two urban areas using an ultrasonic anemometer", J. Wind Eng. Ind. Aerod., 41(1-3), 67-78. https://doi.org/10.1016/0167-6105(92)90394-P
- Li, Q.S., Wu, J.R., Liang, S.G., Xiao, Y.Q. and Wong, C.K. (2004b), "Full-scale measurements and numerical evaluation of wind-induced vibration of a 63-story reinforced concrete super tall building", Eng. Struct., 26(12), 1779-1794. https://doi.org/10.1016/j.engstruct.2004.06.014
- Li, Q.S., Xiao, Y.Q., Wong, C.K. and Jeary, A.P. (2004a), "Field measurements of typhoon effects on a super tall building", Eng. Struct., 26(2), 233-244. https://doi.org/10.1016/j.engstruct.2003.09.013
- Li, L.X., Kareem, A., Xiao, Y.Q. et al. (2012a), "Wind profile and spectra in typhoon-prone regions in South China", Advances in Hurricane Engineering: Learning from Our Past, USA, Florida, October.
- Li, L.X., Xiao, Y.Q., Kareem, A. et al. (2012b), "Modeling typhoon wind power spectra near sea surface based on measurements in the South China sea", J. Wind Eng. Ind. Aerod., 104-106, 565-576. https://doi.org/10.1016/j.jweia.2012.04.005
- Liu, M., Liao, H.L., Li, M.S. and Ma, C.M. (2009), "Field Measurements of Natural Wind Characteristics at Xihoumen Bridge", Proceedings of the 2nd International Conference on Transportation Engineering, Chengdu, China, July.
- Ministry of Communications of PRC. (2004), Wind-resistant Design Specification for Highway Bridges. China Communications Press, Beijing, China. (in Chinese).
- Panofsky, H.A. and Dutton. J.A. (1984), Atmospheric Turbulence: Models and Methods for Engineering Applications, Wiley, New York, NY, USA.
- Simiu, E. and Scanlan, R.H. (1996), Wind effects on structures:fundamentals and applications to design. John Wiley & Sons, INC., New York, NY, USA.
- Sparks, P.R., Reid, G.T. and Reid, E.D. (1992), "Wind conditions in hurricane Hugo by measurement, inference, and experience", J. Wind Eng. Ind. Aerod., 41-44, 55-66.
- The MathWorks Inc. (2010), MATLAB & SIMULINK Release Notes for R2010b, Natick, MA, USA.
- Von Karman, T. (1948), "Progress in the Structural Theory of Turbulence", Proceedings of the National Academy of Science, Washington, D. C.
- Wang, H., Hu, R.M., Xie J. et al. (2013), "Comparative study on buffeting performance of Sutong Bridge based on design and measured spectrum", J. Bridge Eng-ASCE, 18(7), 587-600. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000394
- Wang, H., Li, A.Q., Guo, T. and Xie, J (2009), "Field measurement on wind characteristic and buffeting response of the Runyang Suspension Bridge during typhoon Matsa", Sci. China Technol. Sc., 52(2), 1354-1362. https://doi.org/10.1007/s11431-008-0238-y
- Wang, H., Li, A.Q. and Jiao, C.K. (2010), "Characteristics of strong winds at the Runyang Suspension Bridge based on field tests from 2005 to 2008", J. Zhejiang Univ. Sci. A, 11(7), 465-476. https://doi.org/10.1631/jzus.A0900601
- Wang, H., Tao, T.Y., Wu T., Mao, J. and Li, A. (2015), "Joint distribution of wind speed and direction in the context of field measurement", Wind Struct., 20(5), 701-718. https://doi.org/10.12989/was.2015.20.5.701
- Wu, T. and Kareem, A. (2013), "Bridge aerodynamics and aeroelasticity: a comparison of modeling schemes", J. Fluid Struct., 43, 347-370. https://doi.org/10.1016/j.jfluidstructs.2013.09.015
- Xu, Y.L., Zhu, L.D. and Wong, K.Y. (2000), "Field measurement results of Tsing Ma Suspension Bridge during Typhoon Victor", Struct. Eng. Mech., 10(6), 545-559. https://doi.org/10.12989/sem.2000.10.6.545
- Yu, B., Chowdhury, A.G. and Masters, F.J. (2008), "Hurricane wind power spectra, cospectra, and integral length scales", Bound-Lay Meteorol., 129, 411-430. https://doi.org/10.1007/s10546-008-9316-8
- Zhao, L., Zhu, L.D. and Ge, Y.J. (2009), "Monte-Carlo simulation about typhoon extreme value wind characteristics in Shanghai region", Acta Aerod. Sin., 27(1), 25-31.
Cited by
- Investigation of dynamic properties of long-span cable-stayed bridges based on one-year monitoring data under normal operating condition vol.25, pp.5, 2018, https://doi.org/10.1002/stc.2146
- Wind-induced internal pressure effect within a novel super-large cylindrical-conical steel cooling tower vol.27, pp.15, 2018, https://doi.org/10.1002/tal.1510
- Wind characteristics at Sutong Bridge site using 8-year field measurement data vol.25, pp.2, 2016, https://doi.org/10.12989/was.2017.25.2.195
- A study on the average wind load characteristics and wind-induced responses of a super-large straight-cone steel cooling tower vol.25, pp.5, 2016, https://doi.org/10.12989/was.2017.25.5.433
- An integrated structural health monitoring system for the Xijiang high-speed railway arch bridge vol.21, pp.5, 2016, https://doi.org/10.12989/sss.2018.21.5.611