References
- Kim SI, Kim DS. Traffic safety & Passenger comforts of a suspension bridge considering seismic loads. Journal of the Korean Society for Railway. 2011;14:57-65. https://doi.org/10.7782/JKSR.2011.14.1.57
- Kim SI. Bridg-Train interaction analysis of high-speed railway bridge. Doctoral Thesis. Seoul national university. c2000.
- Park HS. Dynamic analysis of bridges using advanced High-speed railway vehicle models. Doctoral Thesis. Yonsei university. c1998.
- Li Q, Xu YL, Wu DJ, Chen ZW. Computer-aided Nonlinear Vehiclebridge Interaction Analysis. Journal of Vibration and Control. 2010;16:1791-1816. https://doi.org/10.1177/1077546309341603
- Xu YL, Li Q, Wu DJ, Chen ZW. Stress and acceleration analysis of coupled vehicle and long-span bridge systems using the mode superposition method. Engineering Structures. 2010;32:1356-1368 https://doi.org/10.1016/j.engstruct.2010.01.013
- Min RK, Sung DY, Park YG. Experimental Evaluation for Damping Ratio Limit of Railway Bridge according to Structure Types. Journal of the Korean Society for Railway. 2012;15:154-161. https://doi.org/10.7782/JKSR.2012.15.2.154
- Ju SH, Lin HT. Numerical investigationof a steel arch bridge and interaction with high-speed trains. Engineering Structures. 2003; 25:241-250. https://doi.org/10.1016/S0141-0296(02)00148-7
- Yoon HJ, Won JC, Kwark JW, Hwang ES, Kim BS. Evaluation of impact factor of high-speed railway bridge from dynamic response under KTX running. The Korean Society fpr railway. 2011;1636-1640.