Reliability Evaluation of Vortex-Induced Vibration for a Long-Span Arch Bridge
This article has been corrected.
VIEW CORRECTIONPublication: Journal of Bridge Engineering
Volume 23, Issue 5
Abstract
Bridge vortex-induced vibration (VIV) involves a number of uncertainties resulting from wind characteristics, structural properties, and bluff-body aerodynamics. Evaluation of VIV considering the variability in the parameter space has been of great concern. In this study, the influence of various parameters related to wind–bridge interactions on the VIV was evaluated based on different reliability calculation approaches. Specifically, the random nature in the parameter space, which was obtained based on the available data from both laboratories and meteorological stations, was propagated to assess its influence on the structural VIV utilizing the second-order second-moment (SOSM), second-order fourth-moment (SOFM), and Monte Carlo simulation (MCS) methods. Three VIV performance functions involving different considerations of vibration-amplitude models and lock-in wind speeds were constructed. A long-span arch bridge was selected as an example to compute the failure probabilities of VIV considering parametric uncertainties and various performance functions.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The research described in this paper was supported by grants from the National Natural Science Foundation of China (51508574, 51508580, U1534206) and the National Key R&D Program of China (2017YFB1201204). Any opinions, findings, conclusions or recommendations expressed in this study are those of the authors and do not necessarily reflect the views of any agency or institution mentioned herein.
References
ANSYS [Computer software]. ANSYS, Canonsburg, PA.
Caracoglia, L. (2008). “Influence of uncertainty in selected aerodynamic and structural parameters on the buffeting response of long-span bridges.” J. Wind Eng. Ind. Aerodyn., 96(3), 327–344.
CEN (European Committee for Standardization. (2004). “Actions on structures—General actions, part 1–4.” Eurocode 1, Brussels, Belgium.
Chen, J., and Li, J. (2004). “Reliability analysis of stochastic structures based on probability density evolution method.” Jisuan Lixue Xuebao Chin. J. Comput. Mech., 21(3), 285–290.
Clough, R. W., and Penzien, J. (1975). Dynamics of structures, McGraw–Hill, New York.
Der Kiureghian, A., and Ke, J-B. (1985). “Finite-element based reliability analysis of frame structures.” Proc., 4th Int. Conf. on Structural Safety and Reliability, International Association for Structural Safety and Reliability, New York, 395–404.
Der Kiureghian, A., and Liu, P.-L. (1986). “Structural reliability under incomplete probability information.” J. Eng. Mech., 85–104.
Ehsan, F., and Scanlan, R. H. (1990). “Vortex-induced vibrations of flexible bridges.” J. Eng. Mech., 1392–1411.
Ehsan, F., Scanlan, R. H., and Bosch, H. R. (1990). “Modeling spanwise correlation effects in the vortex-induced response of flexible bridges.” J. Wind Eng. Ind. Aerodyn., 36(2), 1105–1114.
Ge, Y., and Xiang, H. (2008). “Recent development of bridge aerodynamics in China.” J. Wind Eng. Ind. Aerodyn., 96(6), 736–768.
Ge, Y., Xiang, H., and Tanaka, H. (2000). “Application of a reliability analysis model to bridge flutter under extreme winds.” J. Wind Eng. Ind. Aerodyn., 86(2), 155–167.
Ito, M., and Fujino, Y. (1985). “Probabilistic study of torsional flutter of suspension bridge under fluctuating wind.” Proc., 4th Int. Conf. on Structural Safety and Reliability, International Association for Structural Safety and Reliability, New York.
Kareem, A. (1988a). “Aerodynamic response of structures with parametric uncertainties.” Struct. Saf., 5(3), 205–225.
Kareem, A. (1988b). “Effect of parametric uncertainties on wind excited structural response.” J. Wind Eng. Ind. Aerodyn., 30(1), 233–241.
Kwon, D. K., Kareem, A., Stansel, R., and Ellingwood, B. R. (2015). “Wind load factors for dynamically sensitive structures with uncertainties.” Eng. Struct., 103, 53–62.
Larsen, A. (1995). “A generalized model for assessment of vortex-induced vibrations of flexible structures.” J. Wind Eng. Ind. Aerodyn., 57(2), 281–294.
Larsen, A., Esdahl, S., Andersen, J. E., and Vejrum, T. (2000). “Storebælt suspension bridge–vortex shedding excitation and mitigation by guide vanes.” J. Wind Eng. Ind. Aerodyn., 88(2), 283–296.
Li, J., and Chen, J. B. (2006). “The probability density evolution method for dynamic response analysis of non‐linear stochastic structures.” Int. J. Numer. Methods Eng., 65(6), 882–903.
Li, Y. (2004). Two-dimensional VIV model and experimental research for long-span bridge, Tongji Univ., Shanghai, China (in Chinese).
Mashnad, M., and Jones, N. P. (2014). “A model for vortex-induced vibration analysis of long-span bridges.” J. Wind Eng. Ind. Aerodyn., 134, 96–108.
Ostenfeld-Rosenthal, P., Madsen, H., and Larsen, A. (1992). “Probabilistic flutter criteria for long span bridges.” J. Wind Eng. Ind. Aerodyn., 42(1), 1265–1276.
Prenninger, P., Matsumoto, M., Shiraishi, N., Izumi, C., and Tsukiyama, Y. (1990). “Reliability of bridge structures under wind loading: Consideration of uncertainties of wind load parameters.” J. Wind Eng. Ind. Aerodyn., 33(1-2), 385–394.
Ruscheweyh, H. (1996). “Experience with the new European wind load code.” J. Wind Eng. Ind. Aerodyn., 65(1), 243–260.
Seo, D.-W., and Caracoglia, L. (2011). “Estimation of torsional-flutter probability in flexible bridges considering randomness in flutter derivatives.” Eng. Struct., 33(8), 2284–2296.
Seo, D.-W., and Caracoglia, L. (2012). “Statistical buffeting response of flexible bridges influenced by errors in aeroelastic loading estimation.” J. Wind Eng. Ind. Aerodyn., 104, 129–140.
Simiu, E., and Scanlan, R. H. (1996). Wind effects on structures: An introduction to wind engineering, Wiley, Hoboken, NJ.
Solari, G. (1997). “Wind-excited response of structures with uncertain parameters.” Probab. Eng. Mech., 12(2), 75–87.
Wu, J., Chen, S., and van de Lindt, J. W. (2012). “Fatigue assessment of slender long-span bridges: Reliability approach.” J. Bridge Eng., 47–57.
Wu, T., and Kareem, A. (2012). “An overview of vortex-induced vibration (VIV).” Front. Struct. Civ. Eng., 6(4), 335–347.
Wu, T., and Kareem, A. (2013). “Vortex-induced vibration of bridge decks: Volterra series-based model.” J. Eng. Mech., 1831–1843.
Xiang, H., Bao, W., Chen, A., Lin, Z., and Liu, J. (2004). Wind-resistant design specification for highway bridges, Ministry of Communications of the People’s Republic of China, Beijing (in Chinese).
Zhao, Y.-G., and Lu, Z.-H. (2007). “Fourth-moment standardization for structural reliability assessment.” J. Struct. Eng., 916–924.
Zhao, Y.-G., and Ono, T. (1999). “A general procedure for first/second-order reliabilitymethod (FORM/SORM).” Struct. Saf., 21(2), 95–112.
Zhao, Y.-G., and Ono, T. (2004). “On the problems of the fourth moment method.” Struct. Saf., 26(3), 343–347.
Information & Authors
Information
Published In
Copyright
© 2018 American Society of Civil Engineers.
History
Received: Dec 7, 2016
Accepted: Nov 1, 2017
Published online: Feb 16, 2018
Published in print: May 1, 2018
Discussion open until: Jul 16, 2018
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.