Revisiting Multimode Coupled Bridge Flutter: Some New Insights
Publication: Journal of Engineering Mechanics
Volume 132, Issue 10
Abstract
Better understanding of the bimodal coupled bridge flutter involving fundamental vertical bending and torsional modes offers valuable insight into multimode coupled flutter, which has primarily been the major concern in the design of long span bridges. This paper presents a new framework that provides closed-form expressions for estimating modal characteristics of bimodal coupled bridge systems and for estimating the onset of flutter. Though not intended as a replacement for complex eigenvalue analysis, it provides important physical insight into the role of self-excited forces in modifying bridge dynamics and the evolution of intermodal coupling with increasing wind velocity. The accuracy and effectiveness of this framework are demonstrated through flutter analysis of a cable-stayed bridge. Based on this analysis scheme, the role of bridge structural and aerodynamic characteristics on flutter, which helps to better tailor the structural systems and deck sections for superior flutter performance, is emphasized. Accordingly, guidance on the selection of critical structural modes and the role of different force components in multimode coupled flutter are delineated. The potential significance of the consideration of intermodal coupling in predicting torsional flutter is highlighted. Finally, clear insight concerning the role of drag force to bridge flutter is presented.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The support for this work was provided in part by NSF Grant No. CMS 03-24331. This support is gratefully acknowledged. The first writer also gratefully acknowledges the support of the new faculty start-up funds provided by Texas Tech University.
References
Chen, X., and Kareem, A. (2002). “Advances in modeling of aerodynamic forces on bridge decks.” J. Eng. Mech., 128(11), 1193–1205.
Chen, X., and Kareem, A. (2003a). “Aeroelastic analysis of bridges: Effects of turbulence and aerodynamic nonlinearities.” J. Eng. Mech., 129(8), 885–895.
Chen, X., and Kareem, A. (2003b). “New frontiers in aerodynamic tailoring of long span bridges: An advanced analysis framework.” J. Wind. Eng. Ind. Aerodyn., 91(12-15), 1511–1528.
Chen, X., and Kareem, A. (2003c). “Efficacy of tuned mass dampers for bridge flutter control.” J. Struct. Eng., 129(10), 1291–1300.
Chen, X., and Kareem, A. (2003d). “Curve veering of eigenvalue loci of bridges with aeroelastic effects.” J. Eng. Mech., 129(2), 146–159.
Chen, X., Matsumoto, M., and Kareem, A. (2000a). “Aerodynamic coupling effects on flutter and buffeting of bridges.” J. Eng. Mech., 126(1), 17–26.
Chen, X., Matsumoto, M., and Kareem, A. (2000b). “Time domain flutter and buffeting response analysis of bridges.” J. Eng. Mech., 126(1), 7–16.
Diana, G., Cheli, F., Zasso, A., and Bocciolone, M. (1999). “Suspension bridge response to turbulent wind: Comparison of new numerical simulation method results with full scale data.” Wind Engineering into the 21st century, A. Larsen, G. L. Larose, and F. M. Livesey, eds., Balkema, Rotterdam, The Netherlands, 871–878.
Jones, N. P., Raggett, J. D., and Ozkan, E. (2002). “Prediction of cable-supported bridge response to wind: Coupled flutter assessment during retrofit.” J. Wind. Eng. Ind. Aerodyn., 91(12-15), 1445–1464.
Jones, N. P., Scanlan, R. H., Jain, A., and Katsuchi, H. (1998). “Advances (and challenges) in the prediction of long-span bridge response to wind.” Bridge aerodynamics, A. Larsen and S. Esdahl, eds., Balkema, Rotterdam, The Netherlands, 59–85.
Matsumoto, M. (1999). “Recent study on bluff body aerodynamics and its mechanism.” Wind engineering into the 21st century, A. Larsen, G. L. Larose, and F. M. Livesey, eds., Balkema, Rotterdam, The Netherlands, 67–78.
Matsumoto, M., Daito, Y., Yoshizumi, F., Ichikawa, Y., and Yabutani, T. (1997). “Torsional flutter of bluff bodies.” J. Wind. Eng. Ind. Aerodyn., 69-71(0), 871–882.
Miyata, T., Tada, K., Sato, H., Katsuchi, H., and Hikami, Y. (1994). “New findings of coupled flutter in full model wind tunnel tests on the Akashi Kaikyo Bridge.” Proc., Symp. on Cable-Stayed and Suspension Bridges, Deauville, France, October 12–15, 163–170.
Scanlan, R. H. (1978). “The action of flexible bridges under wind. 1: Flutter theory.” J. Sound Vib., 60(2), 187–199.
Scanlan, R. H. (1993). “Problematics in formulation of wind-force models for bridge decks.” J. Eng. Mech., 119(7), 1353–1375.
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Received: Sep 7, 2004
Accepted: Feb 22, 2006
Published online: Oct 1, 2006
Published in print: Oct 2006
Notes
Note. Associate Editor: Nicos Makris
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.