Technical Notes
Feb 28, 2013

Aerodynamics and Aeroelasticity of Cable-Supported Bridges: Identification of Nonlinear Features

Publication: Journal of Engineering Mechanics
Volume 139, Issue 12

Abstract

Modern bridge decks exhibit nonlinear behavior in wind tunnel experiments; this has placed increasing importance on nonlinear bridge aerodynamics/aeroelasticity considerations for long-span bridges. In this context, various observed nonlinear phenomena in wind tunnels are discussed, and their identification through high-order spectrum is illustrated.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The support for this project provided by National Science Foundation Grant No. CMMI 09-28282 is gratefully acknowledged.

References

Brilliant, M. B. (1958). “Theory of the analysis of nonlinear systems.” Technical Rep. 345, Research Laboratory of Electronics, Massachusetts Institute of Technology, Cambridge, MA.
Chabalko, C. C., Ge, Z., and Hajj, M. R. (2006). “Analysis tools for the detection of intermittent nonlinear aeroelastic phenomena.” J. Aircr., 43(4), 1082–1088.
Chen, X., and Kareem, A. (2003). “Aeroelastic analysis of bridges: Effects of turbulence and aerodynamic nonlinearities.” J. Eng. Mech., 129(8), 885–895.
Diana, G., et al. (1995). “Comparisons between wind tunnel tests on a full aeroelastic model of the proposed bridge over Stretto di Messina and numerical results.” J. Wind Eng. Ind. Aerodyn., 54–55, 101–113.
Diana, G., Bruni, S., and Rocchi, D. (2005). “A numerical and experimental investigation on aerodynamic nonlinearities in bridge response to turbulent wind.” Proc., 4th European and African Conf. on Wind Eng., International Association for Wind Engineering, Prague, Czech Republic, 1–10.
Diana, G., Rocchi, D., Argentini, T., and Muggiasca, S. (2010). “Aerodynamic instability of a bridge deck section model: Linear and nonlinear approach to force modeling.” J. Wind Eng. Ind. Aerodyn., 98(6–7), 363–374.
Dowell, E. H., and Ilgamov, M. (1988). Studies in nonlinear aeroelasticity, Springer-Verlag, New York.
Feng, C. C. (1968). “The measurement of vortex-induced effects in flow past stationary and oscillating circular and D-section cylinders.” M.S. thesis, Univ. of British Columbia, Vancouver, BC, Canada.
Gurley, K. R., Kareem, A., and Tognarelli, M. A. (1996). “Simulation of a class of non-normal random processes.” Int. J. Non-linear Mech., 31(5), 601–617.
Gurley, K. R., Kijewski, T., and Kareem, A. (2003). “First and higher-order correlation detection using wavelet transforms.” J. Eng. Mech., 129(2), 188–201.
Hajj, M. R., and Silva, W. A. (2004). “Nonlinear flutter aspects of the flexible high-speed civil transport semispan model.” J. Aircr., 41(5), 1202–1208.
Jamšek, J., Paluš, M., and Stefanovska, A. (2010). “Detecting couplings between interacting oscillators with time-varying basic frequencies: Instantaneous wavelet bispectrum and information theoretic approach.” Phys. Rev. E Stat. Nonlin. Soft Matter Phys., 81(3), 036207.
Kim, Y. C., and Powers, E. J. (1979). “Digital bispectral analysis and its applications to nonlinear wave interactions.” IEEE Trans. Plasma Sci., 7(2), 120–131.
Nayfeh, A. H., Owis, F., and Hajj, M. R. (2003). “A model for the coupled lift and drag on a circular cylinder.” Proc., ASME 19th Biennial Conf. on Mech. Vibrat. and Noise, ASME, Chicago, 1–8.
Nikias, C. L., and Petropulu, A. P. (1993). Higher-order spectra analysis: A nonlinear signal processing framework, Simon & Schuster, Englewood Cliffs, NJ.
Tognarelli, M. A. (1999). “Non-Gaussian response statistics of ocean structures.” Ph.D. thesis, Univ. of Notre Dame, South Bend, IN.
Ueda, T., and Dowell, E. H. (1984). “Flutter analysis using nonlinear aerodynamic forces.” J. Aircr., 21(2), 101–109.
Wu, T., and Kareem, A. (2011a). “Modeling hysteretic nonlinear behavior of bridge aerodynamics via cellular automata nested neural network.” J. Wind Eng. Ind. Aerodyn., 99(4), 378–388.
Wu, T., and Kareem, A. (2011b). “Nonlinear modeling of bridge aerodynamics.” Proc., 13th Int. Conf. on Wind Eng. (ICWE13), International Association for Wind Engineering, Amsterdam, Netherlands, 1–8.
Wu, T., and Kareem, A. (2013). “Bridge aerodynamics and aeroelasticity: A comparison of modeling schemes.” J. Fluids Structure, in press.
Wu, T., Kareem, A., and Li, S. (2013). “On the excitation mechanisms of rain-wind induced vibration of cables: Unsteady and hysteretic nonlinear features.” J. Wind Eng. Ind. Aerodyn., in press.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 139Issue 12December 2013
Pages: 1886 - 1893

History

Received: Mar 13, 2012
Accepted: Feb 26, 2013
Published online: Feb 28, 2013
Published in print: Dec 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Teng Wu, S.M.ASCE [email protected]
Ph.D. Candidate, Nathaz Modeling Laboratory, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author). E-mail: [email protected]
Ahsan Kareem, Dist.M.ASCE [email protected]
Professor, Nathaz Modeling Laboratory, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: [email protected]

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share