Dynamic effects of railway traffic due to lateral motion in long viaducts with high piers

ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme

Volumn , Issue , 2011, Pages

  Goicolea, Jos M ^a   Antolín, Pablo ^a  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

Author keywords

Earthquake engineering; ECCOMAS thematic conference; Instructions; Proceedings; Structural dynamics

Indexed keywords

COUPLED DYNAMICS; DEVELOPED MODEL; DYNAMIC EFFECTS; EARTHQUAKE ENGINEERING; ECCOMAS THEMATIC CONFERENCE; FINITE ELEMENT; FUNDAMENTAL MODES; HIGH PIERS; HIGH SPEED RAIL; HIGH-SPEED RAILWAYS; INSTRUCTIONS; INTERACTION MODEL; LATERAL CONTACT; LATERAL MOTION; LATERAL VIBRATIONS; LONG WAVELENGTH; MOVING LOAD; MULTI-BODY MODELS; NEW DESIGN; NOVEL TECHNIQUES; PROCEEDINGS; RAILWAY TRAFFIC; RAILWAY VEHICLES; RAILWAY VIADUCTS; REPRESENTATIVE CASE; SOLUTION TECHNIQUES; TOTAL LENGTH; TRACK ALIGNMENT;

CIVIL ENGINEERING; COMPOSITE BRIDGES; COMPUTATIONAL METHODS; EARTHQUAKES; ENGINEERING GEOLOGY; ENGINEERING RESEARCH; PIERS; RAILROAD TRANSPORTATION; RAILROADS; STRUCTURAL DYNAMICS; THREE DIMENSIONAL;

RAILS;

EID: 80054827726     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (28)

1. ERRI, Forces Latérales sur les Ponts Ferroviaires. Rapport final RP6, European Railway Research Institute, 1996.
2. European Committee for Standardization, EN1990-A1: EUROCODE 0 - Basis of Structural Design, Ammendment A1: Annex A2, Application for bridges, European Union, 2005.
3. SIMULIA, 166 Valley Street Providence, RI 02909 USA, Abaqus/Standard 6.9, 2010, www.simulia.com.
4. J J Kalker, Three-Dimensional Elastic Bodies in Rolling Contact (Solid Mechanics and Its Applications), Springer, 1990.
5. F. Millanes, J. Pascual, and M. Ortega, "'Arroyo las Piedras' viaduct: The first composite steel-concrete high speed railway bridge in spain, " Structural Engineering International, vol. 17, no. 4, pp. 292-297, 2007.
6. Ministerio de Fomento, IAPF-07: Instruccíon sobre las acciones a considerar en el proyecto de puentes de ferrocarril, Government of Spain, 2007.
7. M Tanabe, H Wakui, N Matsumoto, H Okuda, M Sogabe, and S Komiya, "Computational model of a Shinkansen train running on the railway structure and the industrial applications, " Journal of Materials Processing Technology, vol. 140, no. 1-3, pp. 705-710, 2003.
8. N Zhang, H Xia, W W Guo, and G De Roeck, "A Vehicle-Bridge Linear Interaction Model and Its Validation, " International Journal of Structural Stability and Dynamics, vol. 10, no. 02, pp. 335, 2010.
9. D V Nguyen, K D Kim, and P Warnitchai, "Simulation procedure for vehicle-substructure dynamic interactions and wheel movements using linearized wheelrail interfaces, " Finite Elements in Analysis and Design, vol. 45, no. 5, pp. 341-356, 2009.
10. M K Song, H C Noh, and C K Choi, "New three-dimensional finite element analysis model of high-speed train-bridge, " Engineering Structures, vol. 25, pp. 1611-1626, 2003.
11. L Kwasniewski, H Li, J Wekezer, and J Malachowski, "Finite element analysis of vehiclebridge interaction, " Finite Elements in Analysis and Design, vol. 42, no. 11, pp. 950-959, 2006.
12. H Xia and N Zhang, Dynamic Interaction of Vehicles and Structures, Science Press, Beijing, China, 2nd edition, 2005.
13. Y B Yang and J D Yau, "Vehicle-bridge interaction element for dynamic analysis, " Journal of Sound and Vibration, vol. 123, no. 11, pp. 1512-1518, 1997.
14. A A Shabana, K E Zaazaa, and H Sugiyama, Railroad Vehicle Dynamics: A Computational Approach, CRC Press, 2008.
15. K Popp and W Schiehlen, Ground Vehicle Dynamics, Springer Berlin Heidelberg, Chennai, 1st edition, 2010.
16. H Xia, N Zhang, and G D Roeck, "Dynamic analysis of high speed railway bridge under articulated trains, " Computers & Structures, vol. 81, pp. 2467-2478, 2003.
17. N Zhang, H Xia, and W Guo, "Vehicle-bridge interaction analysis under high-speed trains, " Journal of Sound and Vibration, vol. 309, no. 3-5, pp. 407-425, 2008.
18. R. Dias, J.M. Goicolea, F. Gabaldon, M. Cuadrado, J. Nasarre, and P. Gonzalez, "A study of the lateral dynamic behaviour of high speed railway viaducts and its effect on vehicle ride comfort and stability, " in Bridge Maintenance, Safety, Management, Health Monitoring and Informatics, Koh & Frangopol, Ed., Seoul, 14-16 jul 2008, IABMAS08: Fourth International Conference on Bridge Maintenance, Safety and Management, pp. 724-735, Taylor & Francis Group London, ISBN 978-0-415-46844-2.
19. H Hertz, "Über die berührung fester elasticher körper and über die härtean, " J. für reine und agewandte Mathematik, vol. 92, pp. 156-171, 1882.
20. D V Nguyen, K D Kim, and P Warnitchai, "Dynamic analysis of three-dimensional bridgehigh- speed train interactions using a wheelrail contact model, " Engineering Structures, vol. 31, no. 12, pp. 3090-3106, 2009.
21. J J Kalker, On the rolling contact of two elastic bodies in the presence of dry friction, Ph.D. thesis, Delft Unversity of Technology, 1967.
22. J J Kalker, "The computation of three-dimensional rolling contact with dry friction, " International Journal for Numerical Methods in Engineering, vol. 14, no. 9, pp. 1293- 1307, 1979.
23. J J Kalker, "Book of tables for the Hertzian creep-force law, " in Proceedings of the 2nd Mini Conference on Contact Mechanics and Wear of Wheel/Rail Systems, I Zobory, Ed., Budapest: Technical University of Budapest, 1996, pp. 11-20.
24. H Claus and W Schiehlen, "Modeling and Simulation of Railway Bogie Structural Vibrations, " Vehicle System Dynamics, vol. 29, no. 1, pp. 538-552, Aug. 1997.
25. Y L Xu, N Zhang, and H Xia, "Vibration of coupled train and cable-stayed bridge systems in cross winds, " Engineering Structures, vol. 26, pp. 1389-1406, 2004.
26. G De Roeck, J Maeck, and A Teughels, "Train-bridge interaction: Validation of numerical models by experiments on high-speed railway bridge in Antoing, " in TIVC'2001, Beijing, 2001, pp. 283-294.
27. J D Yau and Y B Yang, "Vibration reduction for cable-stayed bridges traveled by high-speed trains, " Finite Elements in Analysis and Design, vol. 40, pp. 341-359, 2004.
28. H M Hilber, T J R Hughes, and R L Taylor, "Improved numerical dissipation for time integration algorithms in structural dynamics, " Earthquake Engineering & Structural Dynamics, vol. 5, pp. 283-292, 1977.