Abstract
We consider the coupled linear system
describing the vibrations of a string-beam system related to the well-known Lazer–McKenna suspension bridge model. For ε > 0 and k > 0, the decay properties of the solution semigroup are discussed in dependence of the nonnegative parameters γ and h, which are responsible for the damping effects.
Similar content being viewed by others
References
Ahmed N.U., Harbi H.: Mathematical analysis of dynamic models of suspension bridges. SIAM J. Appl. Math. 109, 853–874 (1998)
An Y.: Nonlinear perturbations of a coupled system of steady state suspension bridge equations. Nonlinear Anal. 51, 1285–1292 (2002)
Arendt W., Batty J.K.: Tauberian theorems and stability of one-parameter semigroups. Trans. Am. Math. Soc. 306, 837–852 (1988)
Bochicchio, I., Giorgi, C., Vuk, E.: On some nonlinear models for suspension bridges. In: Andreucci, D., Carillo, S., Fabrizio, M., Loreti, P. Sforza, D. (eds.) Proceedings of the Conference “Evolution Equations and Materials with Memory Proceedings” Rome, 12–14 July 2010. “La Sapienza” Università di Roma, pp. 1–18 (2011)
Bochicchio, I., Giorgi, C., Vuk, E.: Long-term dynamics of the coupled suspension bridge system. Math. Models Methods Appl. Sci. 22, 1250021, 22 pp. (2012)
Bochicchio I., Giorgi C., Vuk E.: Asymptotic dynamics of nonlinear coupled suspension bridge equations. J. Math. Anal. Appl. 402, 319–333 (2013)
Choi Q.H., Jung T.: A nonlinear suspension bridge equation with nonconstant load. Nonlinear Anal. 35, 649–668 (1999)
Coti Zelati M., Dell’Oro F., Pata V.: Energy decay of type III linear thermoelastic plates with memory. J. Math. Anal. Appl. 401, 357–366 (2013)
Dell’Oro F., Muñoz Rivera J.E., Pata V.: Stability properties of an abstract system with applications to linear thermoelastic plates. J. Evol. Equ. 13, 777–794 (2013)
Giorgi C., Naso M.G., Pata V.: Exponential stability in linear heat conduction with memory: a semigroup approach. Commun. Appl. Anal. 5, 121–134 (2001)
Glover J., Lazer A.C., McKenna P.J.: Existence and stability of large scale nonlinear oscillations in suspension bridges. Z. Angew. Math. Phys. 40, 172–200 (1989)
Goremikins V., Rocens K., Serdjuks D.: Rational structure of cable truss. World Acad. Sci. Eng. Technol. 52, 4–23 (2011)
Holubová G., Matas A.: Initial-boundary problem for the nonlinear string-beam system. J. Math. Anal. Appl. 288, 784–802 (2003)
Kato T.: Perturbation Theory for Linear Operators. Springer, New York (1980)
Irvine H.M.: Cable Structures. Mit Press, Boston (1981)
Luongo A., Rega G., Vestroni F.: Planar nonlinear free vibrations of an elastic cable. Int. J. Non-linear Mech. 19, 39–52 (1984)
Luongo A., Zulli D., Piccardo G.: A linear curved-beam model for the analysis of galloping in suspended cables. J. Mech. Mater. Struct. 2, 675–694 (2007)
Luongo A., Zulli D., Piccardo G.: On the effect of twist angle on nonlinear galloping of suspended cables. Comput. Struct. 87, 1003–1014 (2009)
Ma Q., Zhong C.: Existence of strong solutions and global attractors for the coupled suspension bridge equations. J. Differ. Equ. 246, 3755–3775 (2009)
McKenna P.J., Walter W.: Nonlinear oscillations in a suspension bridge. Arch. Ration. Mech. Anal. 98, 167–177 (1987)
Pazy A.: Semigroups of Linear Operators and Applications to Partial Differential Equations. Springer, New York (1983)
Prüss J.: On the spectrum of C0-semigroups. Trans. Am. Math. Soc. 284, 847–857 (1984)
Rega G.: Nonlinear vibrations of suspended cables—Part I: modeling and analysis. Appl. Mech. Rev. 57, 443–478 (2005)
Zhong C., Ma Q., Sun C.: Existence of strong solutions and global attractors for the suspension bridge equations. Nonlinear Anal. 67, 442–454 (2007)
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Dell’Oro, F., Giorgi, C. & Pata, V. Asymptotic behavior of coupled linear systems modeling suspension bridges. Z. Angew. Math. Phys. 66, 1095–1108 (2015). https://doi.org/10.1007/s00033-014-0414-9
Received:
Revised:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00033-014-0414-9