{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2024,9,4]],"date-time":"2024-09-04T10:38:02Z","timestamp":1725446282982},"publisher-location":"Zurich, Switzerland","reference-count":16,"publisher":"International Association for Bridge and Structural Engineering (IABSE)","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":[],"published-print":{"date-parts":[[2013]]},"abstract":"<jats:p>&lt;p&gt;The behaviour of short span railway bridges is known to be particularly difficult to predict due to the complex coupled train-track-bridge system, as well as for being particularly sensitive to resonant phenomena. The objective of this paper is to evaluate the safety of this type of structure inserted in high speed railway lines, bearing in mind the real variability of the parameters that influence the bridge dynamic response. This requires the definition of variables related to the structure, the train, the track and also the wheel-rail contact. Simulation techniques are used to evaluate the structural safety. The system behaviour is assessed by analysing the results obtained using two distinct methods: the moving loads method and the train-bridge interaction method. This allows assessing the influence of the train-bridge interaction effects on the dynamic response of the bridge, confirming ist importance for the analysis of short span structures, particularly under resonant speeds.&lt;\/p&gt;<\/jats:p>","DOI":"10.2749\/222137813806474525","type":"proceedings-article","created":{"date-parts":[[2013,5,18]],"date-time":"2013-05-18T12:38:01Z","timestamp":1368880681000},"page":"126-127","source":"Crossref","is-referenced-by-count":0,"title":["Train-bridge interaction influence on the safety of a short span railway bridge"],"prefix":"10.2749","volume":"99","author":[{"given":"Jo\u00e3o Miguel","family":"Rocha","sequence":"first","affiliation":[]},{"given":"Abel","family":"Henriques","sequence":"additional","affiliation":[]},{"given":"Rui","family":"Cal\u00e7ada","sequence":"additional","affiliation":[]}],"member":"1485","reference":[{"key":"ref=1","unstructured":"EUROPEAN RAIL RESEARCH INSTITUTE (ERRI), Rail Bridges for Speeds &gt; 200km\/h RP9 - Final Report\", 1999."},{"key":"ref=2","unstructured":"COMMIT\u00c9 EUROPEAN DE NORMALISATION (CEN), \"EN1991-2: Eurocode 1 - part 2: Actions on structures - traffic load on Bridges, Brussels, 2003."},{"key":"ref=3","doi-asserted-by":"crossref","unstructured":"ZACHER M., BAE\u03b2LER M., Dynamic behaviour of ballast on railway bridges, In: Proceedings of Dynamics of High-Speed Railway Bridges. Taylor &amp; Francis, London, 2009.","DOI":"10.1201\/9780203895405.ch7"},{"key":"ref=4","doi-asserted-by":"crossref","unstructured":"REBELO C., SIM\u00d5ES DA SILVA L., RIGUEIRO C. and PIRCHER M., \"Dynamic behaviour of twin single-span ballasted railway viaducts \u2013 Field measurements and modal identification\", Journal of Engineering Structures, Vol. 30, 2008, pp. 2460-2469.","DOI":"10.1016\/j.engstruct.2008.01.023"},{"key":"ref=5","doi-asserted-by":"crossref","unstructured":"ROCHA J. M., HENRIQUES A. A. and CAL\u00c7ADA R., \"Safety assessment of a short span railway bridge for high-speed traffic using simulation techniques\", Journal of Engineering Structures, Vol. 40, 2012, pp. 141-154.","DOI":"10.1016\/j.engstruct.2012.02.024"},{"key":"ref=6","doi-asserted-by":"crossref","unstructured":"MUSEROS P., ROMERO M.L., POY A. and ALARCON E., \"Advances in the analysis of short span railway bridges for high-speed lines\", Computers and Structures, Vol. 80, 2002, pp. 2121-2132.","DOI":"10.1016\/S0045-7949(02)00261-4"},{"key":"ref=7","doi-asserted-by":"crossref","unstructured":"YANG Y.B., YAU J.D. and WU Y.S. \"Vehicle-Bridge Interaction Dynamics: with applications to high-speed railways\", World Scientific Publishing Company, 2004.","DOI":"10.1142\/9789812567178"},{"key":"ref=8","unstructured":"RIGUEIRO C. (2007) - \"Avalia\u00e7\u00e3o dos efeitos din\u00e2micos em pontes ferrovi\u00e1rias de alta velocidade de pequeno e m\u00e9dio v\u00e3o\", Ph. D. Thesis, Faculty of Science and Technology of the University of Coimbra, Portugal, 2007."},{"key":"ref=9","doi-asserted-by":"crossref","unstructured":"MART\u00cdNEZ-RODRIGO M., LAVADO J. and MUSEROS P. - \"Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers\", Journal of Engineering Structures, Vol. 32, 2010, pp. 808-828.","DOI":"10.1016\/j.engstruct.2009.12.008"},{"key":"ref=10","doi-asserted-by":"crossref","unstructured":"NEVES S., AZEVEDO A. and CAL\u00c7ADA R. \u2013 \"A direct method for analyzing the vertical vehicle\u2013structure interaction\", Journal of Engineering Structures, Vol. 34, 2012, pp. 414-420.","DOI":"10.1016\/j.engstruct.2011.10.010"},{"key":"ref=11","unstructured":"GOICOLEA J.M., DOM\u00cdNGUEZ J., GABALD\u00d3N F. and NAVARRO J.A., \"Ressonant effects in short span high speed railway bridges: modelling and design issues\", in Eurodyn 2002, Munich, 2002."},{"key":"ref=12","doi-asserted-by":"crossref","unstructured":"CLAUS H. and SCHIEHLEN W., \"Modeling and simulation of railway bogie structural vibrations\", Vehicle System Dynamics, Vol. 29, Iss. S1, 1998, pp. 538-552.","DOI":"10.1080\/00423119808969585"},{"key":"ref=13","unstructured":"COMMIT\u00c9 EUROPEAN DE NORMALISATION (CEN), \"EN13484-5: Railway applications - Track - Track geometry quality - Part 5: Geometric quality levels\", European Brussels, 2008."},{"key":"ref=14","doi-asserted-by":"crossref","unstructured":"RUBINSTEIN R.Y., Simulation and the Monte Carlo method, John Wiley &amp; Sons, New York, 1981.","DOI":"10.1002\/9780470316511"},{"key":"ref=15","unstructured":"JOINT COMMITTEE ON STRUCTURAL SAFETY (JCSS) \"Probabilistic Model Code\", http:\/\/www.jcss.ethz.ch\/, 12th draft, 2001."},{"key":"ref=16","unstructured":"COMMIT\u00c9 EUROPEAN DE NORMALISATION (CEN), \"EN 1990: Eurocode 0 \u2013 Basis of structural design \", European Brussels, 2002."}],"event":{"name":"IABSE Conference, Rotterdam 2013: Assessment, Upgrading and Refurbishment of Infrastructures","start":{"date-parts":[[2013,5,6]]},"sponsor":["Dutch Group of IABSE"],"theme":"Assessment, Upgrading and Refurbishment of Infrastructures","location":"Rotterdam, The Netherlands","end":{"date-parts":[[2013,5,8]]}},"container-title":["IABSE Reports","IABSE Conference, Rotterdam 2013: Assessment, Upgrading and Refurbishment of Infrastructures"],"original-title":[],"link":[{"URL":"http:\/\/www.ingentaconnect.com\/content\/iabse\/report\/2013\/00000099\/00000028\/art00002","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2021,11,30]],"date-time":"2021-11-30T21:09:18Z","timestamp":1638306558000},"score":1,"resource":{"primary":{"URL":"https:\/\/structurae.net\/en\/literature\/id\/10297303"}},"subtitle":[],"proceedings-subject":"assesment, upgrade, refurbishment, infrastructures, structural engineering","short-title":[],"issued":{"date-parts":[[2013]]},"references-count":16,"URL":"https:\/\/doi.org\/10.2749\/222137813806474525","relation":{},"ISSN":["2221-3783"],"issn-type":[{"type":"print","value":"2221-3783"}],"subject":[],"published":{"date-parts":[[2013]]}}}