Transverse variation of dynamic effects on beam-and-slab medium span bridges

Files in This Item:
File Description SizeFormat 
c_74.pdf825.83 kBAdobe PDFDownload
Title: Transverse variation of dynamic effects on beam-and-slab medium span bridges
Authors: Rattigan, Paraic
González, Arturo
O'Brien, Eugene J.
Brady, Sean P.
Permanent link:
Date: Sep-2005
Abstract: The common approach used to quantify bridge critical load cases is by definition conservative, as the effect of Dynamics is generalised. As a result a number of the site specific and load specific dynamic characteristics are neglected, and the transverse distribution of dynamic amplification across the bridge section also lacks consideration. In this paper, both issues are discussed using simulations of the passage of heavy traffic over an experimentally validated beam-and-slab bridge model. Stress variations across the bridge have been calculated for a number of scenarios involving different combinations of heavy trucks with varying velocities and directions. Results show a significant difference in transverse distribution of load effects and how certain longitudinal beams are more prone to dynamic excitation.
Funding Details: Irish Research Council for Science, Engineering and Technology
Type of material: Conference Publication
Publisher: Millpress
Copyright (published version): 2005 Millhouse
Keywords: Single vehicle eventsFinite element modellingCritical loading events
Other versions:
Language: en
Status of Item: Peer reviewed
Is part of: Soize, C., Schuëller, G.I. (eds.). EURODYN 2005 : Proceedings of the 6th International Conference on Structural Dynamics, Paris, France, 4-7 September 2005
Conference Details: EURODYN '05, Paris, France, September 4-7, 2005
ISBN: 978-90-5966-033-5
Appears in Collections:Civil Engineering Research Collection

Show full item record

Google ScholarTM



This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. For other possible restrictions on use please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.