This paper deals with a class of free vibrations for a two-span, two-lane steel-concrete bridge. The deck structure is modelled as a thin, homogeneous, orthotropic plate stiffened by beams running along the longitudinal direction of the bridge. The method of separation of variables is used to find exact solutions for a class of free vibrations of the structure. A comparison between analytical and experimental natural frequencies and vibration modes of the bridge is presented and discussed.

Exact solutions for free vibrations of a steel-concrete bridge

DELLA LONGA, LUCA;MORASSI, Antonino;
2011-01-01

Abstract

This paper deals with a class of free vibrations for a two-span, two-lane steel-concrete bridge. The deck structure is modelled as a thin, homogeneous, orthotropic plate stiffened by beams running along the longitudinal direction of the bridge. The method of separation of variables is used to find exact solutions for a class of free vibrations of the structure. A comparison between analytical and experimental natural frequencies and vibration modes of the bridge is presented and discussed.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11390/878896
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