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The train is modelled as a sequence of moving loads of constant intervals.
Open image in new window Fig. 6 Moving loads of train on the plate with constant thickness.
Numerical results are presented for both uniform and non-uniform beams under moving loads of various velocities.
This paper is concerned with higher order moments of a simply supported elastic beam subjected to a stream of random moving loads of Poissonian type in the transient and steady states.
Formulations in the transformed field domains of time and moving space were developed, and the response to moving loads of constant amplitude and the steady-state response to moving harmonic loads were obtained using a Fourier transform.
The vibration and buckling of an infinite shear beam-column, which considers the effects of shear and the axial compressive force, resting on an elastic foundation have been investigated when the system is subjected to moving loads of either constant amplitude or harmonic amplitude variation with a constant advance velocity.
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Several methods have been developed in recent years to identify moving loads on top of a continuous beam using measured vibration responses.
As far as pavement response is concerned, some pioneers have dedicated their research to the subject of effects of moving loads on pavement structure.
They allow a rapid calculation of the vibration amplitudes induced by a succession of moving loads on a beam.
Identification of moving loads on bridges is an important inverse problem in the civil and structural engineering field.
Two methods have been reported by Zhu and Law to identify moving loads on the top of a bridge deck.
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