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Paper VI.1

The Application of the Semi-Continuum Method of Analysis to Determine Distribution Coefficients for Longitudinal Bending Moments in Simply Supported Bridge Decks under the Action of Traffic Loads to EC1

doi:10.4203/ccp.43.6.1

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M.J. Ryall, "The Application of the Semi-Continuum Method of Analysis to Determine Distribution Coefficients for Longitudinal Bending Moments in Simply Supported Bridge Decks under the Action of Traffic Loads to EC1", in B.H.V. Topping, (Editor), "Advances in Computational Techniques for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 115-120, 1996. doi:10.4203/ccp.43.6.1

Abstract

This paper presents research out on the semi-continuum idealisation of simply supports beam and slab bridge decks in order to calculate distribution coefficients for the speedy determination of stress resultants and displacements due to traffic loads on bridges as specified in ECI. The paper builds on work already carried out by the author which was the subject of a paper at the last Computational Structures conference held in Greece in 1995. The semicontinuum method is explained in principle and then applied to a simple bridge deck consisting of a reinforced concrete slab on prestressed Y-beams.

The method is shown to be simple and reliable and presents bridge engineers with a simple, accurate and reliable means of analysis.

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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: 43 ADVANCES IN COMPUTATIONAL TECHNIQUES FOR STRUCTURAL ENGINEERING Edited by: B.H.V. Topping Paper VI.1 The Application of the Semi-Continuum Method of Analysis to Determine Distribution Coefficients for Longitudinal Bending Moments in Simply Supported Bridge Decks under the Action of Traffic Loads to EC1 M.J. Ryall Civil Engineering Department, University of Surrey, Guildford, United Kingdom doi:10.4203/ccp.43.6.1 purchase the full-text of this paper Full Bibliographic Reference for this paper M.J. Ryall, "The Application of the Semi-Continuum Method of Analysis to Determine Distribution Coefficients for Longitudinal Bending Moments in Simply Supported Bridge Decks under the Action of Traffic Loads to EC1", in B.H.V. Topping, (Editor), "Advances in Computational Techniques for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 115-120, 1996. doi:10.4203/ccp.43.6.1 Abstract This paper presents research out on the semi-continuum idealisation of simply supports beam and slab bridge decks in order to calculate distribution coefficients for the speedy determination of stress resultants and displacements due to traffic loads on bridges as specified in ECI. The paper builds on work already carried out by the author which was the subject of a paper at the last Computational Structures conference held in Greece in 1995. The semicontinuum method is explained in principle and then applied to a simple bridge deck consisting of a reinforced concrete slab on prestressed Y-beams. The method is shown to be simple and reliable and presents bridge engineers with a simple, accurate and reliable means of analysis. 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 £68 +P&P)
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