Technical Papers
Jun 25, 2018

Measurement of Wind Effects on a Kilometer-Level Cable-Stayed Bridge during Typhoon Haikui

Publication: Journal of Structural Engineering
Volume 144, Issue 9

Abstract

Because of the significant position of long-span cable-supported bridges in land transportation, the typhoon wind effects on these slender structures attract intensive attention in engineering communities. This paper presents a study about the wind effects on a kilometer-level cable-stayed bridge during Typhoon Haikui. The Sutong Cable-Stayed Bridge (SCB) with a main span of 1,088 m is taken as the research object and the structural health monitoring system (SHMS) works as a medium to provide valuable full-scale measured data. The wind characteristics, e.g., turbulence intensity, gust factor, turbulence integral scale, and power spectral density (PSD), of the severe typhoon are firstly analyzed in a statistical point of view. Specifically, the variation of turbulence PSDs in different stages is described and compared among cases at different altitudes. Then, the dynamic properties of the structure are identified with the random decrement technique, and the amplitude-dependent features are discussed. Moreover, the relationship between structural dynamic responses and the wind velocity is analyzed with a comparison to the results from the wind tunnel test. Since a significant variability is captured in structural buffeting responses, the response surface methodology (RSM) is employed to investigate influential variables in a statistical framework, which is further utilized to predict the wind-induced dynamic responses considering the variability. The observations and findings are expected to provide references for the wind-resistant analysis and design of super-long-span cable-stayed bridges.

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Acknowledgments

The authors would like to gratefully acknowledge the supports from the National Basic Research Program of China (973 Program) (2015CB060000), the National Natural Science Foundation of China for Excellent Young Scholars (51722804), the Fundamental Research Funds for the Central Universities (2242015K42028), the Funding of Jiangsu Innovation Program for Graduate Education (KYLX16_0258), and the Scientific Research Foundation of Graduate School of Southeast University (YBJJ1659).

References

ASCE. 2010. Minimum design loads for buildings and other structures. ASCE 7-10. Reston, VA: ASCE.
Bashor, R., S. Bobby, T. Kijewski-Correa, and A. Kareem. 2012. “Full-scale performance evaluation of tall buildings under wind.” J. Wind Eng. Ind. Aerodyn. 104–106: 88–97. https://doi.org/10.1016/j.jweia.2012.04.007.
Bendat, J. S., and A. G. Piersol. 2010. Random data: Analysis and measurement procedures. 4th ed. Hoboken, NJ: Wiley.
Cao, S. Y., Y. Tamura, N. Kikuchi, M. Saito, I. Nakayama, and Y. Matsuzaki. 2009. “Wind characteristics of a strong typhoon.” J. Wind Eng. Ind. Aerodyn. 97 (1): 11–21. https://doi.org/10.1016/j.jweia.2008.10.002.
Cao, S. Y., Y. Tamura, N. Kikuchi, M. Saito, I. Nakayama, and Y. Matsuzaki. 2015. “A case study of gust factor of a strong typhoon.” J. Wind Eng. Ind. Aerodyn. 138: 52–60. https://doi.org/10.1016/j.jweia.2014.12.012.
Chen, A. R., R. J. Ma, F. Y. Xu, D. L. Wang, W. S. Han, Z. W. Liu, and H. L. Ai. 2004. Study on the wind-resistant performance of Sutong Yangtze River Highway Bridge. Part IV: Full-bridge aerostatic wind tunnel test. Shanghai, China: State Key Laboratory of Disaster Reduction in Civil Engineering.
Chen, X. Z., and A. Kareem. 2001. “Nonlinear response analysis of long-span bridges under turbulent winds.” J. Wind Eng. Ind. Aerodyn. 89 (14–15): 1335–1350. https://doi.org/10.1016/S0167-6105(01)00147-7.
Choi, E. C. C. 1983. “Gradient height and velocity profile during typhoons.” J. Wind Eng. Ind. Aerodyn. 13 (1–3): 31–41. https://doi.org/10.1016/0167-6105(83)90126-5.
Davenport, A. G. 1968. “The dependence of wind load upon meteorological parameters.” In Proc., Int. Research Seminar on Wind Effects on Building and Structures, London: H.M. Stationery Office.
Durst, C. S. 1960. “Wind speeds over short periods of time.” Meteorol. Mag. 89 (1056): 181–187.
Elghobashi, S., and G. C. Truesdell. 1993. “On the two-way interaction between homogeneous turbulence and dispersed solid particles. I: Turbulence modification.” Phys. Fluids A 5 (7): 1790–1801. https://doi.org/10.1063/1.858854.
ESDU (Engineering Sciences Data Unit). 1983. Strong winds in the atmospheric boundary layer. Part 2: Discrete gust speeds. London: ESDU.
Fenerci, A., and O. Øiseth. 2017. “Measured buffeting response of a long-span suspension bridge compared with numerical predictions based on design wind spectra.” J. Struct. Eng. 143 (9): 04017131. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001873.
Fenerci, A., O. Øiseth, and A. Rønnquist. 2017. “Long-term monitoring of wind field characteristics and dynamic response of a long-span suspension bridge in complex terrain.” Eng. Struct. 147: 269–284. https://doi.org/10.1016/j.engstruct.2017.05.070.
Ferrante, A., and S. Elghobashi. 2003. “On the physical mechanisms of two-way coupling in particle-laden isotropic turbulence.” Phys. Fluids 15 (2): 315–329. https://doi.org/10.1063/1.1532731.
Fichtl, G. H., and G. E. McVehil. 1970. “Longitudinal and lateral spectra of turbulence in the atmospheric boundary layer at the Kennedy Space Center.” J. Appl. Meteorol. 9 (1): 51–63. https://doi.org/10.1175/1520-0450(1970)009%3C0051:LALSOT%3E2.0.CO;2.
Flay, R., and D. C. Stevenson. 1988. “Integral length scales in strong winds below 20 m.” J. Wind Eng. Ind. Aerodyn. 28 (1–3): 21–30. https://doi.org/10.1016/0167-6105(88)90098-0.
Fu, J. Y., Q. S. Li, J. R. Wu, Y. Q. Xiao, and L. L. Song. 2008. “Field measurements of boundary layer wind characteristics and wind-induced responses of super-tall buildings.” J. Wind Eng. Ind. Aerodyn. 96 (8–9): 1332–1358. https://doi.org/10.1016/j.jweia.2008.03.004.
Ge, Y. J., and H. F. Xiang. 2011. “Extension of bridging capacity of cable supported bridges using double main spans or twin parallel decks solutions.” Struct. Infrastruct. Eng. 7 (7–8): 551–567. https://doi.org/10.1080/15732479.2010.496980.
Gimsing, N. J. 1983. Cable supported bridges concept and design. New York: Wiley.
Guo, Y. L., A. Kareem, Y. Q. Ni, and W. Y. Liao. 2012. “Performance evaluation of Canton Tower under winds based on full-scale data.” J. Wind Eng. Ind. Aerodyn. 104–106: 116–128. https://doi.org/10.1016/j.jweia.2012.04.001.
Harper, B. A., J. D. Kepert, and J. D. Ginger. 2010. Guidelines for converting between various wind averaging periods in tropical cyclone conditions. Geneva: World Meteorological Organization.
He, Y. C., P. W. Chan, and Q. S. Li. 2013. “Wind characteristics over different terrains.” J. Wind Eng. Ind. Aerodyn. 120: 51–69. https://doi.org/10.1016/j.jweia.2013.06.016.
He, Y. C., and Q. S. Li. 2014. “Dynamic responses of a 492-m-high tall building with active tuned mass damping system during a typhoon.” Struct. Control Health Monit. 21 (1): 705–720. https://doi.org/10.1002/stc.1596.
Hu, L., Y. L. Xu, Q. Zhu, A. Guo, and A. Kareem. 2017. “Tropical storm-induced buffeting response of long-span bridges: Enhanced nonstationary buffeting force model.” J. Struct. Eng. 143 (6): 04017027. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001745.
Ibrahim, S. R. 1977. “Random decrement technique for modal identification of structures.” J. Spacecraft Rockets 14 (11): 696–700. https://doi.org/10.2514/3.57251.
Ishizaki, H. 1983. “Wind profiles, turbulence intensities and gust factors for design in typhoon-prone regions.” J. Wind Eng. Ind. Aerodyn. 13 (1): 55–66. https://doi.org/10.1016/0167-6105(83)90128-9.
Kaimal, J. C., and J. J. Finnigan. 1994. Atmospheric boundary layer flows: Their structure and measurement. Oxford, UK: Oxford University Press.
Kaimal, J. C., J. C. Wyngaard, Y. Izumi, and O. R. Cote. 1972. “Spectral characteristics of surface-layer turbulence.” Q. J. R. Meteorolog. Soc. 98 (417): 563–589. https://doi.org/10.1002/qj.49709841707.
Kareem, A. 1985. “Structure of wind field over the ocean.” In Proc., Int. Workshop on Offshore Winds and Icing. Environment Canada, Atmospheric Environment Service: Bedford, NS, Canada.
Kareem, A., and K. Gurley. 1996. “Damping in structures: Its evaluation and treatment of uncertainty.” J. Wind Eng. Ind. Aerodyn. 59 (2–3): 131–157. https://doi.org/10.1016/0167-6105(96)00004-9.
Kijewski-Correa, T., et al. 2006. “Validating wind-induced response of tall buildings: Synopsis of the Chicago full-scale monitoring program.” J. Struct. Eng. 132 (10): 1509–1523. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:10(1509).
Kijewski-Correa, T., and M. Kochly. 2007. “Monitoring the wind-induced response of tall buildings: GPS performance and the issue of multipath effects.” J. Wind Eng. Ind. Aerodyn. 95 (9–11): 1176–1198. https://doi.org/10.1016/j.jweia.2007.02.002.
Li, L. X., A. Kareem, J. Hunt, Y. Q. Xiao, C. Y. Zhou, and L. L. Song. 2015a. “Turbulence spectra for boundary-layer winds in tropical cyclones: A conceptual framework and field measurements at coastlines.” Boundary Layer Meteorol. 154 (2): 243–263. https://doi.org/10.1007/s10546-014-9974-7.
Li, L. X., A. Kareem, Y. Q. Xiao, L. L. Song, and C. Y. Zhou. 2015b. “A comparative study of field measurements of the turbulence characteristics of typhoon and hurricane winds.” J. Wind Eng. Ind. Aerodyn. 140: 49–66. https://doi.org/10.1016/j.jweia.2014.12.008.
Li, L. X., Y. Q. Xiao, A. Kareem, L. L. Song, and P. Qin. 2012. “Modeling typhoon wind power spectra near sea surface based on measurements in the South China sea.” J. Wind Eng. Ind. Aerodyn. 104–106: 565–576. https://doi.org/10.1016/j.jweia.2012.04.005.
Li, Q. S., X. Li, and Y. C. He. 2016. “Monitoring wind characteristics and structural performance of a supertall building during a landfall typhoon.” J. Struct. Eng. 142 (11): 04016097. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001564.
Li, Q. S., Y. Q. Xiao, C. K. Wong, and A. P. Jeary. 2004. “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, Q. S., L. H. Zhi, J. Yi, A. To, and J. Xie. 2014. “Monitoring of typhoon effects on a super-tall building in Hong Kong.” Struct. Control Health Monit. 21 (6): 926–949. https://doi.org/10.1002/stc.1622.
Lighthill, J. 1998. “Fluid mechanics of tropical cyclones.” Theor. Comput. Fluid Dyn. 10 (1–4): 3–21. https://doi.org/10.1007/s001620050048.
Masters, F. J., H. W. Tieleman, and J. A. Balderrama. 2010. “Surface wind measurements in three Gulf Coast hurricanes of 2005.” J. Wind Eng. Ind. Aerodyn. 98 (10–11): 533–547. https://doi.org/10.1016/j.jweia.2010.04.003.
Mertins, A. 1999. Signal analysis: Wavelets, filter banks, time-frequency transforms and applications. New York: Wiley.
Miyata, T., H. Yamada, H. Katsuchi, and M. Kitagawa. 2002. “Full-scale measurement of Akashi-Kaikyo bridge during typhoon.” J. Wind Eng. Ind. Aerodyn. 90 (12–15): 1517–1527. https://doi.org/10.1016/S0167-6105(02)00267-2.
Ou, J. P., and H. Li. 2010. “Structural health monitoring in mainland China: Review and future trends.” Struct. Health Monitor. 9 (3): 219–231. https://doi.org/10.1177/1475921710365269.
Professional Standard PRC (People’s Republic of China). 2004. Wind-resistant design specification for highway bridges. [In Chinese.] Beijing: China Communications Press.
Scanlan, R. H. 1993. “Bridge buffeting by skew winds in erection stages.” J. Eng. Mech. 119 (2): 251–269. https://doi.org/10.1061/(ASCE)0733-9399(1993)119:2(251).
Shu, Z. R., Q. S. Li, and Y. C. He. 2015. “Gust factor for tropical cyclone, monsoon and thunderstorm winds.” J. Wind Eng. Ind. Aerodyn. 142: 1–14. https://doi.org/10.1016/j.jweia.2015.02.003.
Simiu, E., and R. H. Scanlan. 1996. Wind effects on structures: Fundamentals and applications to design. New York: Wiley.
Solari, G., and G. Piccardo. 2001. “Probabilistic 3-D turbulence for gust buffeting of structures.” Probab. Eng. Mech. 16 (1): 73–86. https://doi.org/10.1016/S0266-8920(00)00010-2.
Song, L. L., Q. S. Li, W. C. Chen, P. Qin, H. H. Huang, and Y. C. He. 2012. “Wind characteristics of a strong typhoon in marine surface boundary layer.” Wind Struct. 15 (1): 1–15. https://doi.org/10.12989/was.2012.15.1.001.
Tao, T., H. Wang, and A. Q. Li. 2016. “Stationary and nonstationary analysis on the wind characteristics of a tropical storm.” Smart Struct. Syst. 17 (6): 1067–1085. https://doi.org/10.12989/sss.2016.17.6.1067.
Tao, T. Y., H. Wang, and T. Wu. 2017. “Comparative study of the wind characteristics of a strong wind event based on stationary and nonstationary models.” J. Struct. Eng. 143 (5): 04016230. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001725.
Teunissen, H. W. 1980. “Structure of mean winds and turbulence in the planetary boundary layer over rural terrain.” Boundary Layer Meteorol. 19 (2): 187–221. https://doi.org/10.1007/BF00117220.
Wang, H., R. M. Hu, J. Xie, and T. Tong. 2013a. “Comparative study on buffeting performance of Sutong Bridge based on design and measured spectrum.” J. Bridge Eng. 18 (7): 587–600. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000394.
Wang, H., A. Q. Li, T. Guo, and J. Xie. 2009. “Field measurement on wind characteristic and buffeting response of the Runyang Suspension Bridge during typhoon Matsa.” Sci. China Technol. Sci. 52 (5): 1354–1362. https://doi.org/10.1007/s11431-008-0238-y.
Wang, H., A. Q. Li, and R. M. Hu. 2011. “Comparison of ambient vibration response of the Runyang Suspension Bridge under skew winds with the time-domain numerical predictions.” ASCE J. Bridge Eng. 16 (4): 513–526.
Wang, H., A. Q. Li, J. Niu, Z. H. Zong, and J. Li. 2013b. “Long-term monitoring of wind characteristics at Sutong Bridge site.” J. Wind Eng. Ind. Aerodyn. 115: 39–47. https://doi.org/10.1016/j.jweia.2013.01.006.
Wang, H., T. Y. Tao, T. Guo, J. Li, and A. Q. Li. 2014. “Full-scale measurements and system identification on Sutong cable-stayed bridge during Typhoon Fung-Wong.” Sci. World J. 2014: 936832. https://doi.org/10.1155/2014/936832.
Wang, H., T. Y. Tao, A. Q. Li, and Y. F. Zhang 2016. “Structural health monitoring system for Sutong cable-stayed bridge.” Smart Struct. Syst. 18 (2): 317–334. https://doi.org/10.12989/sss.2016.18.2.317.
Wasserstein, R. L., and N. A. Lazar. 2016. “The ASA’s statement on p-values: Context, process, and purpose.” Am. Statistician 70 (2): 129–133. https://doi.org/10.1080/00031305.2016.1154108.
Welch, P. D. 1967. “The use of fast Fourier transform for the estimation of power spectra: A method based on time averaging over short, modified periodograms.” IEEE Trans. Audio Electroacoust. 15 (2): 70–73. https://doi.org/10.1109/TAU.1967.1161901.
WMO (World Meteorological Organization). 2008. Guide to meteorological instruments and methods of observation. Geneva: WMO.
Xu, Y. L. 2013. Wind effects on cable-supported bridges. New York: Wiley.
Xu, Y. L., and L. D. Zhu. 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.
Yi, J., J. W. Zhang, and Q. S. Li. 2013. “Dynamic characteristics and wind-induced responses of a super-tall building during typhoons.” J. Wind Eng. Ind. Aerodyn. 121: 116–130. https://doi.org/10.1016/j.jweia.2013.08.006.
Zhou, Y., and A. Kareem. 2001. “Gust loading factor: New model.” J. Struct. Eng. 127 (2): 168–175. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:2(168).
Zhu, L. D., and Y. L. Xu. 2005. “Buffeting response of long-span cable-supported bridges under skew winds. Part 1: Theory.” J. Sound Vib. 281 (3–5): 647–673. https://doi.org/10.1016/j.jsv.2004.01.026.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 144Issue 9September 2018

History

Received: Oct 16, 2017
Accepted: Mar 6, 2018
Published online: Jun 25, 2018
Published in print: Sep 1, 2018
Discussion open until: Nov 25, 2018

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Hao Wang, M.ASCE [email protected]
Professor, Key Laboratory of C&PC Structures of Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author). Email: [email protected]
Tianyou Tao, S.M.ASCE [email protected]
Ph.D. Candidate, Key Laboratory of C&PC Structures of Ministry of Education, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Graduate Student, School of Civil Engineering, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China. Email: [email protected]

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