Safety assessment of a short span railway bridge for high-speed traffic using simulation techniques
Tài liệu tham khảo
Timoshenko, 1974
Frýba, 1996
Yang, 1997, Vibration of simple beams due to trains moving at high speeds, J Eng Struct, 19, 936, 10.1016/S0141-0296(97)00001-1
Xia, 2003, Dynamic analysis of high speed railway bridges under articulated trains, J Comput Struct, 81, 2467, 10.1016/S0045-7949(03)00309-2
ERRI D-214/RP 9. Rail bridges for speeds >200km/h. Final report. Utrecht: European Rail Research Institute (ERRI); 1999.
Commité European de Normalisation (CEN). EN 1991-2 Eurocode 1 – Part 2: actions on structures – traffic load on Bridges. Brussels: CEN; 2003.
Museros, 2002, Advances in the analysis of short APSN railway bridges for high-speed lines, Comput Struct, 80, 2121, 10.1016/S0045-7949(02)00261-4
Zacher M, Baeβler M. Dynamic behaviour of ballast on railway bridges. In: Proceedings of dynamics of high-speed railway bridges. London: Taylor & Francis; 2009.
Rebelo, 2008, Dynamic behaviour of twin single-span ballasted railway viaducts – field measurements and modal identification, J Eng Struct, 30, 2460, 10.1016/j.engstruct.2008.01.023
Rauert, 2010, On the prediction of the interaction effect caused by continuous ballast on filler beam railway bridges by experimentally supported numerical studies, J Eng Struct, 32, 3981, 10.1016/j.engstruct.2010.09.009
Martínez-Rodrigo, 2010, Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers, J Eng Struct, 32, 808, 10.1016/j.engstruct.2009.12.008
Shin, 2010, Vibration reduction of high-speed railway bridges by adding size-adjusted vehicles, J Eng Struct, 32, 2839, 10.1016/j.engstruct.2010.05.003
Cho, 2010, Reliability analysis for the uncertainties in vehicle and high-speed railway bridge system based on an improved response surface method for nonlinear limit states, J Nonlinear Dynam, 59, 1, 10.1007/s11071-009-9521-0
Rubinstein, 1981
Hoorpah W. Dynamics calculations of high-speed railway bridges in France – some case studies. In: Proceedings of dynamics of high-speed railway bridges. Porto: FEUP; 2005.
FEMIX 4.0 – finite element analysis. <http://www.alvaroazevedo.com/femix/> [accessed 23.06.11].
Manterola J. Puentes: apuntes para su diseño, cálculo y construcción. Servicio de Publicaciones del Colegio de Caminos, Canales y Puertos; 2006 [in Spanish].
Rodrigues J. Dynamic behaviour of Canelas Bridge under railway traffic. Structural dynamics – eurodyn 2002. Munich, Germany; 2002.
Wiśniewski DF. Safety formats for the assessment of concrete bridges – with special focus on precast concrete. Ph.D. Thesis. Guimarães: University of Minho; 2007.
Ministerio de Fomento. Instrucción de acciones a considerar en el proyecto de puentes de ferrocarril (IAPF); 2003 [in Spanish].
Joint Committee on Structural Safety (JCSS). Probabilistic model code – 12th draft; 2001. <http://www.jcss.ethz.ch/>.
Henriques AAR, Calheiros F, Figueiras JA. Probabilistic modelling of nonlinear behaviour of concrete structures. In: Schuëller GI, Kafka P, Balkema AA, editors. Proceedings of ESREL´99 – European conference on safety and reliability. Germany: TUM Munich-Garching; 1999. p. 495–500.
Neves, 2012, A direct method for analyzing the vertical vehicle–structure interaction, J Eng Struct, 34, 414, 10.1016/j.engstruct.2011.10.010
Commité European de Normalisation (CEN). EN 1990 Eurocode 0 – basis of structural design. Brussels: CEN; 2002.