Skip to main content
Log in

Characteristics of strong winds at the Runyang Suspension Bridge based on field tests from 2005 to 2008

  • Published:
Journal of Zhejiang University-SCIENCE A Aims and scope Submit manuscript

    We’re sorry, something doesn't seem to be working properly.

    Please try refreshing the page. If that doesn't work, please contact support so we can address the problem.

Abstract

Field measurement of strong wind characteristics is of great significance for the development of bridge wind engineering. Located in east China, the Runyang Suspension Bridge (RSB) with a main span of 1490 m is the longest bridge in China and the third longest in the world. During the last four years, the RSB has suffered from typhoons and strong northern winds on more than ten occasions. To determine the strong wind characteristics of the RSB, wind measurement data obtained from field tests during strong winds and data from the wind environment monitoring subsystem of the structural health monitoring system (SHMS) of the RSB were combined to analyze the wind speed and direction, variation in wind speed with height, turbulence intensity, turbulence integral length, wind friction speed and the power spectrum. Comparative studies on the characteristics of these different strong winds were carried out based on the current wind-resistant design specification for highway bridges. Results showed that some regularity in wind characteristics can be found in these different typhoons passing through the RSB. The difference between a strong northern wind and a typhoon is relatively clear, and in summer the typhoon is the dominant wind load acting on the RSB. In addition, there were some differences between the measured strong wind characteristics and the values suggested by the specification, especially in respect to turbulence intensity and turbulence integral length. Results provide measurement data for establishing a strong wind characteristic database for the RSB and for determining the strong wind characteristic parameter values of this coastal area in east China.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Andersen, O.J., Lovseth, J., 1995. Gale force maritime wind, the Froya data base. Part 1: sites and instrumentation, review of the database. Journal of Wind Engineering and Industrial Aerodynamics, 57(1):97–109. [doi:10.1016/0167-6105(94)00101-I]

    Article  Google Scholar 

  • Chen, Z.Q., Wang, X.Y., Ko, J.M., Ni, Y.Q., 2002. Field measurements on wind-rain-induced vibration of bridge cables with and without MR dampers. The 3rd World Conference on Structural Control, Como, Italy.

  • Choi, E.C.C., 1978. Characteristics of typhoons over the southeast China sea. Journal of Wind Engineering and Industrial Aerodynamics, 3(4):353–365. [doi:10.1016/0167-6105(78)90038-7]

    Article  Google Scholar 

  • Davenport, A.G., 1961. The spectrum of horizontal gustiness near the ground in high winds. Quarterly Journal of the Royal Meteorological Society, 87(372):194–211. [doi:10.1002/qj.49708737208]

    Article  Google Scholar 

  • Davenport, A.G., 1962. Buffeting of a suspension bridge by storm winds. Journal of Structural Division, ASCE, 88(ST3):233–268.

    Google Scholar 

  • Ge, Y.J., Xiang, H.F., 2004. Recent Development of Bridge Aerodynamics in China. The 5th International Colloquium on Bluff Body Aerodynamics and Applications, Ottawa, Canada. [doi:10.1016/j.jweia.2007.06.045]

  • Geurts, C.P.W., Rutten, H.S., Wisse, J.A., 1996. Coherence of wind-induced pressures on buildings in urban areas: set up of a full-scale experiment. Journal of Wind Engineering and Industrial Aerodynamics, 65(1–3):31–41. [doi:10.1016/S0167-6105(97)00020-2]

    Article  Google Scholar 

  • Holmes, J.D., 2001. Wind Loading of Structures. Spon Press, London.

    Book  Google Scholar 

  • Hui, M.C., Larsen, A., Xiang, H.F., 2009. Wind turbulence characteristics study at the Stonecutters Bridge site: Part I—Mean wind and turbulence intensities. Journal of Wind Engineering and Industrial Aerodynamics, 97(1):22–36. [doi:10.1016/j.jweia.2008.11.002]

    Article  Google Scholar 

  • Kaimal, J.C., Wyngaard, J.C., Izumi, Y., Cote, O.R., 1972. Spectral characteristics of surface-layer turbulence. Quarterly Journal of the Royal Meteorological Society, 98(417):563–589. [doi:10.1002/qj.49709841707]

    Article  Google Scholar 

  • Kato, N., Ohukuma, T., Kim, J.R., Marukawa, H., Niihori, Y., 1992. Full scale measurements of wind velocity in two urban areas using an ultrasonic anemometer. Journal of Wind Engineering and Industrial Aerodynamics, 41–44(1–3):67–78. [doi:10.1016/0167-6105(92)90394-P]

    Article  Google Scholar 

  • Law, S.S., Bu, J.Q., Zhu, X.Q., 2006. Wind characteristics of Typhoon Dujuan as measured at a 50 m guyed mast. Wind and Structure, 9(5):387–396.

    Article  Google Scholar 

  • Li, Q.S., Wu, J.R., Liang, S.G., Xiao, Y.Q., Wong, C.K., 2004. Full-scale measurements and numerical evaluation of wind-induced vibration of a 63-story reinforced concrete super tall building. Engineering Structures, 26(12):1779–1794. [doi:10.1016/j.engstruct.2004.06.014]

    Article  Google Scholar 

  • Miyata, T., Yamada, H., Katsuchi, H., Kitagawa, M., 2002. Full-scale measurements of Akashi-Kaikyo Bridge during typhoon. Journal of Wind Engineering and Industrial Aerodynamics, 90(12–15):1517–1527. [doi:10.1016/S0167-6105(02)00267-2]

    Article  Google Scholar 

  • Naito, G., 1988. Turbulent proper ties and spectral behaviors of ocean winds observed at an offshore tower. Journal of Wind Engineering and Industrial Aerodynamics, 28(1–3): 51–60.

    Article  Google Scholar 

  • Pang, J.B., Lin, Z.X., Ge, Y.J., 2002. Field measurements of strong wind characteristics in Pudong district. Experiments and Measurements in Fluid Mechanics, 16(3):32–39 (in Chinese).

    Google Scholar 

  • Panofsky, H.A., Dutton, J.A., 1984. Atmospheric Turbulence-models and Methods for Engineering Application. John Wiley & Sons, Inc, New York.

    Google Scholar 

  • Rigato, A., Chang, P., Simiu, E., 2001. Database-assisted design, standardization and wind direction effects. Journal of Structural Engineering, 127(8):855–860. [doi:10.1061/(ASCE)0733-9445(2001)127:8(855)]

    Article  Google Scholar 

  • Shiau, B.S., Chen, Y.B., 2001. Measurement study on the typhoon Bilis—wind velocity spectrum and turbulence characteristics near the ground. Atmospheric Research, 57(3):171–185. [doi:10.1016/S0169-8095(01)00069-2]

    Article  Google Scholar 

  • Simiu, E., Scanlan, R.H., 1996. Wind Effects on Structures. John Wiley & Sons, Inc, New York.

    Google Scholar 

  • Siringoringo, D.M., Fujino, Y., 2008. System identification of suspension bridge from ambient vibration response. Engineering Structures, 30(2):462–477. [doi:10.1016/j.engstruct. 2007.03.004]

    Article  Google Scholar 

  • Sparks, P.R., Reid, G.T., Reid, W.D., Welsh, S., Welsh, N., 1992. Wind conditions in hurricane Hugo by measurement, inference, and experience. Journal of Wind Engineering and Industrial Aerodynamics, 41(1–3):55–66. [doi:10.1016/0167-6105(92)90393-O]

    Article  Google Scholar 

  • Tieleman, H.W., 2008. Strong wind observations in the atmospheric surface layer. Journal of Wind Engineering and Industrial Aerodynamics, 96(1):41–77. [doi:10.1016/j.jweia.2007.03.003]

    Article  Google Scholar 

  • Vickery, P.J., Twisdale, L.A., 1995. Wind-field and filling models for hurricane wind-speed predictions. Journal of Structural Engineering, 121(11):1700–1709. [doi:10.1061/(ASCE)0733-9445(1995)121:11(1700)]

    Article  Google Scholar 

  • Wang, H., Li, A.Q., Xie, Y.S., 2009. Field measurement on wind characteristic and buffeting response of the Runyang Suspension Bridge during typhoon Matsa. Science China Technological Sciences, 52(5):1354–1362. [doi:10. 1007/s11431-008-0238-y]

    Article  Google Scholar 

  • Xiang, H.F., 2004. Wind-resistant Design Specification for Highway Bridges. China Communications Press, Beijing (in Chinese).

    Google Scholar 

  • Xu, Y.L., Zhu, L.D., 2005. Buffeting response of long-span cable-supported bridges under skew winds: case study. Journal of Sound and Vibration, 281(3–5):675–687. [doi:10.1016/j.jsv.2004.01.025]

    Article  Google Scholar 

  • Xu, Y.L., Zhu, L.D., Wong, K.Y., 2000. Field measurement results of Tsing Ma Suspension Bridge during Typhoon Victor. Structure Engineering and Mechanics, 10(6): 545–559.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hao Wang.

Additional information

Project supported by the National Natural Science Foundation of China (Nos. 50725828, 50908046, and 50978056), the National Science & Technology Pillar Program (No. 2006BAJ03B05), and the PhD Program Foundation of MOE (No. 200802861012), China

Rights and permissions

Reprints and permissions

About this article

Cite this article

Wang, H., Li, Aq., Jiao, Ck. et al. Characteristics of strong winds at the Runyang Suspension Bridge based on field tests from 2005 to 2008. J. Zhejiang Univ. Sci. A 11, 465–476 (2010). https://doi.org/10.1631/jzus.A0900601

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1631/jzus.A0900601

Key words

CLC number

Navigation