References
- Allemang, R. (2003). The modal assurance criterion – twenty years of use and abuse. Journal of Sound and Vibration, 37, 14–21.
- ARTeMIS. (2009). ARTeMIS extractor pro - Academic licence. In ApS SVS (Ed.), User’s Manual. Aalborg, Denmark: ApS SVS.
- Battini, J.-M., & Ülker-Kaustell, M. (2011). A simple finite element to consider the non-linear influence of the ballast on vibrations of railway bridges. Engineering Structures, 33(9), 2597–2602. doi:10.1016/j.engstruct.2011.05.005
- Bornet, L., Andersson, A., Zwolski, J., & Battini, J.-M. (2015). Influence of the ballasted track on the dynamic properties of a truss railway bridge. Structure and Infrastructure Engineering, 11(6), 796–803. doi:10.1080/15732479.2014.912242
- Brehm, M., Zabel, V., & Bucher, C. (2010). An automatic mode pairing strategy using an enhanced modal assurance criterion based on modal strain energies. Journal of Sound and Vibration, 2010; 329(25), 5375–5392. doi:10.1016/j.jsv.2010.07.006
- Chellini, G., Nardini, L., & Salvatore, W. (2011). Dynamical identification and modelling of steel-concrete composite high-speed railway bridges. Structure and Infrastructure Engineering, 7(11), 823–841. doi:10.1080/15732470903017240
- Doménech, A., Martínez-Rodrigo, M., Romero, A., & Galvín, P. (2015). Soil–structure interaction effects on the resonant response of railway bridges under high-speed traffic. International Journal of Rail Transportation, 3(4), 201–214. doi:10.1080/23248378.2015.1076621
- EN1991-2. (2003). Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges. Brussels, Belgium: European Committee for Standardization.
- Guo, W., Xia, H., De Roeck, G., & Liu, K. (2012). Integral model for train-track-bridge interaction on the Sesia viaduct: Dynamic simulation and critical assessment. Computers and Structures, 112–113, 205–216. doi:10.1016/j.compstruc.2012.09.001
- Jaishi, B., & Ren, W. (2005). Structural finite element model updating using ambient vibration test results. Journal of Structural Engineering, 45, 617–628. doi:10.1061/(ASCE)0733-9445(2005)131:4(617)
- Kouroussis, G., Connolly, D., Alexandrou, G., & Vogiatzis, K. (2015). The effect of railway local irregularities on ground vibration. Transportation Research Part D, 39, 17–30. doi:10.1016/j.trd.2015.06.001
- Kouroussis, G., Van Parys, L., Conti, C., & Verlinden, O. (2013). Prediction of ground vibrations induced by urban railway traffic: An analysis of the coupling assumptions between vehicle, track, soil, and buildings. International Journal of Acoustics and Vibration, 18(4), 163–172.
- Kwark, J., Choi, E., Kim, Y., Kim, B., & Kim, S. (2004). Dynamic behavior of two-span continuous concrete bridges under moving high-speed train. Computers and Structures, 82(4–5), 463–474. doi:10.1016/S0045-7949(03)00054-3
- Liu, K., Lombaert, G., & De Roeck, G. (2014). Dynamic analysis of multispan viaducts with weak coupling between adjacent spans. Journal of Bridge Engineering, 19(1), 83–90. doi:10.1061/(ASCE)BE.1943-5592.0000476
- Liu, K., Reynders, E., De Roeck, G., & Lombaert, G. (2009). Experimental and numerical analysis of a composite bridge for high-speed trains. Journal of Sound and Vibration, 320(1–2), 201–220. doi:10.1016/j.jsv.2008.07.010
- Malveiro, J., Ribeiro, D., Calçada, R., & Delgado, R. (2014). Updating and validation of the dynamic model of a railway viaduct with precast deck. Structure and Infrastructure Engineering, 10(11), 1484–1509. doi:10.1080/15732479.2013.833950
- Malveiro, J., Ribeiro, D., Sousa, C., & Calçada, R. (2018). Model updating of a dynamic model of a composite steel concrete railway viaduct based on experimental tests. Engineering Structures, 164, 40–52.
- Martínez-Rodrigo, M., Galvín, P., Doménech, A., & Romero, A. (2018). Effect of soil properties on the dynamic response of simply-supported bridges under railway traffic through coupled boundary element-finite element analyses. Engineering Structures, 170, 78–90. doi:10.1016/j.engstruct.2018.02.089
- Meixedo, A., Ribeiro, D., Calçada, R., & Delgado, R. (2014). Global and local dynamic effects on a railway viaduct with precast deck. In Proceedings of Conference Railways 2014, Corsica, France.
- Rauert, T., Bigelow, H., Hoffmeister, B., & Feldmann, M. (2010). On the prediction of the interaction effect caused by continuous ballast on filler-beam railway bridges by experimentally supported numerical studies. Engineering Structures, 32(12), 3981–3988. doi:10.1016/j.engstruct.2010.09.009
- Rådeström, S., Ülker-Kaustell, M., Andersson, A., Tell, V., & Karoumi, R. (2017). Application of fluid viscous dampers to mitigate vibrations of high-speed railway bridges. International Journal of Rail Transportation, 5(1), 47–62. doi:10.1080/23248378.2016.1209444
- Rebelo, C., Simões da Silva, L., Rigueiro, C., & Pircher, M. (2008). Dynamic behaviour of twin single-span ballasted railway viaducts - Field measurements and modal identification. Engineering Structures, 30(9), 2460–2469. doi:10.1016/j.engstruct.2008.01.023
- Ribeiro, D., Calçada, R., Delgado, R., Brehm, M., & Zabel, V. (2012). Finite element model updating of a bowstring-arch railway bridge based on experimental modal parameters. Engineering Structures, 40, 413–435.
- Ribeiro, D., Calçada, R., Delgado, R., Brehm, R., & Zabel, V. (2013). Finite-element model calibration of a railway vehicle based on experimental modal parameters. Vehicle System Dynamics, 51(6), 821–856. doi:10.1080/00423114.2013.778416
- Romero, A., Solís, M., Domínguez, J., & Galvín, P. (2013). Soil–structure interaction in resonant railway bridges. Dynamics and Earthquake Engineering, 47, 108–116. doi:10.1016/j.soildyn.2012.07.014
- Shabana, A., Zaazaa, K., & Sugiyama, H. (2007). Railroad vehicle dynamics: A computational approach (1st ed.). Boca Raton, FL: CRC Press.
- Simulia. (2012). Abaqus 6.12 analysis user’s manual. Providence, RI: Simulia, Dassault Systèmes.
- Teughels, A., De Roeck, G., & Suykens, J. (2003). Global optimization by coupled local minimizers and its application to FE model updating. Computers and Structures. 81(24–25), 2337–2351. doi:10.1016/S0045-7949(03)00313-4
- Ticona Melo, L. (2016). Study of the dynamic effects of railway bridges considering vehicle-structure interaction (Ph.D. Thesis) [in Portuguese]. São Paulo, Brazil: University of São Paulo.
- Ticona Melo, L. R., Silva, R., Bittencourt, T. N., & Bezerra, L. (2016). Identification of modal parameters in a scale model of a railway bridge. International Journal of Structural Stability and Dynamics, 16(09), 1550059–1550081. doi:10.1142/S0219455415500595
- Xia, H., Zhang, N., & Gao, R. (2005). Experimental analysis of railway bridge under high-speed trains. Journal of Sound and Vibration, 282(1–2), 517–528. doi:10.1016/j.jsv.2004.04.033
- Yang, Y., Yau, J., & Wu, Y. (2004). Vehicle-bridge interaction dynamics, with applications to high-speed railways. Singapore: World Scientific Publishing.
- Zangeneh, A., Svedholm, C., Andersson, A., Pacoste, C., & Karoumi, R. (2018). Identification of soil-structure interaction effect in a portal frame railway bridge through full-scale dynamic testing. Engineering Structures, 159, 299–309. doi:10.1016/j.engstruct.2018.01.014
- Zhai, W., Wang, S., Zhang, N., Gao, M., Xia, H., Cai, C., & Zhao, C. (2013). High-speed train-track-bridge dynamic interactions - Part II: Experimental validation and engineering application. International Journal of Rail Transportation, 1(1–2), 25–41. doi:10.1080/23248378.2013.791497