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A mathematical model of suspension bridges. (English) Zbl 1099.74037

The author considers a one-dimensional nonlinear string-beam system describing the vertical oscillations of a suspension bridge which is coupled with the main cable by the stays. The main cable is modelled as a vibrating string and the roadbed of the bridge is represented by a bending beam with simply supported ends. Using the Galerkin method together with the Leray-Schauder principle, the existence of a weak periodic solution is proved. Moreover, a regularity result is also given under some additional assumptions.

MSC:

74K10 Rods (beams, columns, shafts, arches, rings, etc.)
35B10 Periodic solutions to PDEs
74H45 Vibrations in dynamical problems in solid mechanics
35Q72 Other PDE from mechanics (MSC2000)
35A35 Theoretical approximation in context of PDEs

References:

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