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D.W. O'Dwyer and R.P. Gallagher

Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Ireland

doi:10.4203/ccp.71.13.2

D.W. O'Dwyer, R.P. Gallagher, "Railway Bridge-Rolling Stock, Non-Linear Dynamic Interaction", in G. De Roeck, B.H.V. Topping, (Editors), "Computational Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 285-291, 2000. doi:10.4203/ccp.71.13.2

Abstract

This paper describes a methodology for modelling the dynamic response of a railway bridge and track system under the action of rolling stock. The methodology presented separates the rolling stock, track system and bridge into three separate systems. This approach has the advantage of reducing the band width of the mass and stiffness matrices, which results in faster execution, and making the non-linear interaction between wheels and rails easier to model. The approach described is also ideal for including the effects of wheel profile and rail surface irregularities.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 71 COMPUTATIONAL CIVIL AND STRUCTURAL ENGINEERING Edited by: G. De Roeck and B.H.V. Topping Paper XIII.2 Railway Bridge-Rolling Stock, Non-Linear Dynamic Interaction D.W. O'Dwyer and R.P. Gallagher Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Ireland doi:10.4203/ccp.71.13.2 purchase the full-text of this paper Full Bibliographic Reference for this paper D.W. O'Dwyer, R.P. Gallagher, "Railway Bridge-Rolling Stock, Non-Linear Dynamic Interaction", in G. De Roeck, B.H.V. Topping, (Editors), "Computational Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 285-291, 2000. doi:10.4203/ccp.71.13.2 Abstract This paper describes a methodology for modelling the dynamic response of a railway bridge and track system under the action of rolling stock. The methodology presented separates the rolling stock, track system and bridge into three separate systems. This approach has the advantage of reducing the band width of the mass and stiffness matrices, which results in faster execution, and making the non-linear interaction between wheels and rails easier to model. The approach described is also ideal for including the effects of wheel profile and rail surface irregularities. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £75 +P&P)
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