Probabilistic assessment of the train running safety on a short-span high-speed railway bridge

References

• Andersson, E., Haggstrom, J., Sima, M., & Stichel, S. (2004). Assessment of train-overturning risk due to strong cross-winds. Journal of Rail and Rapid Transit, 218, 213–223.
   Web of Science ®Google Scholar
• Antolín, P., Zhang, N., Goicolea, J.M., Xia, H., Astiz, M.A., & Oliva, J. (2013). Consideration of nonlinear wheel-rail contact forces for dynamic vehicle-bridge interaction in high-speed railways. Journal of Sound and Vibration, 332, 1231–1251.
   Web of Science ®Google Scholar
• Ayasse, J., Chollet, H. (2006). Railway vehicle derailment and prevention. In S.Iwnicki (Ed.), Handbook of railway vehicle dynamics (pp. 85–120). Boca Raton, FL: CRC Press - Taylor & Francis Group.
   Google Scholar
• Carrarini, A. (2006). Reliability based analysis of the crosswind stability of railway vehicles (PhD thesis, Technical University Berlin, Germany).
   Google Scholar
• CEN (2008). EN13484-5. Railway applications - track – track geometry quality – part 5: Geometric quality levels. Brussels: European Committee for Standardization.
   Google Scholar
• CEN (2009). CEN/TC256, Fpr EN14067-6. Railway applications – aerodynamics – part 6: Requirements and test procedures for cross wind assessment. Brussels: European Committee for Standardization.
   Google Scholar
• Claus, H., & Schiehlen, W. (1998). Modeling and simulation of railway bogie structural vibrations. Vehicle System Dynamics, 29, 538–552.
   Web of Science ®Google Scholar
• Elkins, J.A., & Carter, A. (1993). Testing and analysis techniques for safety assessment of rail vehicles. Vehicle System Dynamics, 22, 185–208.
   Web of Science ®Google Scholar
• European Rail Research Institute (1999). Rail bridges for speeds >200 km/h (ERRI D-214/RP 9 Final report). Utrecht: Author.
   Google Scholar
• Frỳba, L. (1996). Dynamics of railway bridges. London: Thomas Telford.
   Google Scholar
• Guo, W.W., Xia, H., De Roeck, G., & Liu, K. (2012). Integral model for train-bridge interaction on the Sesia viaduct: Dynamic simulation and critical assessment. Computers & Structures, 112–113, 205–216.
   Web of Science ®Google Scholar
• Joint Committee on Structural Safety (2001). Probabilistic model code – 12th draft. Retrieved from http://www.jcss.ethz.ch/.
   Google Scholar
• Jun, X., & Qingyuan, Z. (2005). A study on mechanical mechanism of train derailment and preventive measures for derailment. Vehicle System Dynamics, 43, 121–147.
   Web of Science ®Google Scholar
• Lee, Y.S., & Kim, S.Y. (2010). Structural analysis of 3D high-speed train-bridge interactions for simple train load models. Vehicle System Dynamics, 48, 263–281.
   Web of Science ®Google Scholar
• Manterola, J. (2006). Bridges notes for design, calculation and construction. Madrid: Colegio de Ingenieros de Caminios, Canales e Puertos [in Spanish].
   Google Scholar
• Miyamoto, M. (1996). Mechanism of derailment phenomena of railway vehicles. QR RTRI, 37, 147–155.
   Google Scholar
• Mohammadzadeh, S., Sangtarashha, M., & Molatefi, H. (2013). A novel method to estimate derailment probability due to track geometric irregularities using reliability techniques and advanced simulation methods. Archive of Applied Mechanics, 81, 1621–1637.
   Web of Science ®Google Scholar
• Montenegro, P., Neves, S., Calçada, R., Tanabe, M., & Sogabe, M. (2014). A three dimensional train–structure interaction methodology: Experimental validation. Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance, Ajaccio, France.
   Google Scholar
• Nadal, M.J. (1896). Theorie de la stabilite des locomotives - Part 2, movement de lacet. Annales des Mines, 10, 232–255.
   Google Scholar
• Nguyen, D.V., Kim, K.D., & Warnitchai, P. (2009). Simulation procedure for vehicle-substructure dynamic interactions and wheel movements using linearized wheel-rail interfaces. Finite Elements in Analysis and Design, 45, 341–356.
   Web of Science ®Google Scholar
• Prud'homme, A. (1967). La résistance de la voie aux efforts transversaux exercés par le matériel roulant. Paris: Revue Generale des Chemin de Fer.
   Google Scholar
• Rocha, J.M., Henriques, A.A., & Calçada, R. (2012). Safety assessment of a short span railway bridge for high-speed traffic using simulation techniques. Engineering Structures, 40, 141–154.
   Web of Science ®Google Scholar
• Rocha, J.M., Henriques, A.A., & Calçada, R. (2014). Probabilistic safety assessment of a short span high-speed railway bridge. Engineering Structures, 71, 99–111.
   Web of Science ®Google Scholar
• Romão, X., Delgado, R., & Costa, A. (2010). An empirical power comparison of univariate goodness-of-fit tests for normality. Journal of Statistical Computation and Simulation, 80, 545–591.
   Web of Science ®Google Scholar
• Ruan, W., Lin, Z., & Giras, T.C. (2008). Monte Carlo train derailment model for risk assessment. International Journal of Modelling, Identification and Control, 4, 134–144.
   Google Scholar
• Shabana, A., Zaazaa, K., & Sugiyama, H. (2008). Railroad vehicle dynamics: A computational approach. Boca Raton, FL: Taylor & Francis.
   Google Scholar
• Technical Specifications for Interoperability (2008). Technical specification for interoperability relating to the infrastructure subsystem of the trans-European high-speed rail system – 2008/217/CE. Official Journal of the European Communities, Brussels.
   Google Scholar
• Weinstock, H. (1984). Wheel climb derailment criteria for evaluation of rail vehicle safety. In Proceedings of the ASME Winter Annual Meeting, Paper 84-WA/RT-1, New Orleans, LA.
   Google Scholar
• Wu, H., & Wilson, N. (2006). Railway vehicle derailment and prevention. In S.Iwnicki (Ed.), Handbook of railway vehicle dynamics (pp. 209–238). Boca Raton, FL: CRC Press - Taylor & Francis Group.
   Google Scholar
• Wu, Y.S., & Yang, Y.B. (2003). Steady-state response and riding comfort of trains moving over a series of simply supported bridges. Engineering Structures, 25, 251–265.
   Web of Science ®Google Scholar
• Xia, H., Zhang, N., & De Roeck, G. (2003). Dynamic analysis of high speed railway bridges under articulated trains. Computers & Structures, 81, 2467–2478.
   Web of Science ®Google Scholar
• Zhai, W., Wang, K., & Lin, J. (2004). Modelling and experiment of railway ballast vibrations. Journal of Sound and Vibration, 270, 673–683.
   Web of Science ®Google Scholar
• Zhang, N., Xia, H., & Guo, W. (2008). Vehicle-bridge interaction analysis under high-speed trains. Journal of Sound and Vibration, 309, 407–425.
   Web of Science ®Google Scholar