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CivilComp Proceedings
ISSN 17593433 CCP: 79
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and C.A. Mota Soares
Paper 222
SemiAnalytic Solution for Nonuniform EulerBernoulli Beams under Moving Forces A.E. MartínezCastro, P. Museros and A. CastilloLinares
Department of Structural Mechanics, Superior School of Civil Engineering, University of Granada, Spain A.E. MartínezCastro, P. Museros, A. CastilloLinares, "SemiAnalytic Solution for Nonuniform EulerBernoulli Beams under Moving Forces", in B.H.V. Topping, C.A. Mota Soares, (Editors), "Proceedings of the Seventh International Conference on Computational Structures Technology", CivilComp Press, Stirlingshire, UK, Paper 222, 2004. doi:10.4203/ccp.79.222
Keywords: moving loads, dynamics of bridges, highspeed railway bridges, multispan beams, nonuniform beams, semianalytic solutions, flexural vibrations.
Summary
During the last decade the amount of research devoted to the assessment of the dynamic behaviour of beams under moving loads has increased steadily. This is largely due to the extensive construction of new highspeed railway lines in many developed countries. Bridges located on those lines undergo the most demanding dynamic excitation among the civil engineering structures subjected to moving loads, specially because of the appearance of resonance phenomena when the frequency of the moving forces is equal to one of the natural frequencies of the structure.
The behaviour of continuous beams under loads moving at high speeds makes them particularly suited for use in bridge engineering. Nevertheless, only approximate methods are nowadays available for the dynamic analysis of continuous nonuniform beams, which in turn are a very common alternative for the construction of the real structures. Analytic solutions have been presented by Hayashikawa and Watanabe [1], Chen and Li [2], Dagush and Eisenberger [3] , and Henchi et al. [4]. The present paper constitutes a step forward in the analysis of continuous nonuniform beams under moving loads. The proposed approach is semianalytic: it is based on a spatial discretization of the beam using EulerBernoulli finite elements, but the modal equations of motion obtained from the spatial mesh are solved in closedform. Viscous modal damping is considered in the model. Three main steps can be identified in the semianalytic approach. First, the natural frequencies and mode shapes of the discretized structure are computed using standard finite element procedures. Second, since the moving load is represented by a unit Dirac Delta function, the equivalent modal loads are obtained in terms of cubic hermitian polynomials, which leads straightforwardly to the closedform solution for a unit load in the time domain. Third, the response for a train of moving forces is built simply by adding the contribution of each one. The closedform is expressed in terms of 10 coefficients per element and per mode. Furthermore, the values of these coefficients are independent of the speed of the moving loads, which proves very convenient for carrying out parametric analyses over a range of speeds. The main advantages of the proposed methodology are the following:
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