Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
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Choi, I. Y., Cho, H. C., Yang, S. C., Choi, J. Y. and Yu, J. Y. (2009a). “Development of design chart for investigating an additional rail stress and displacement on CWR(I) - Design Chart for High Speed Railway Bridge.” Journal of the Korean Society for Railway, Vol. 12, No. 4, pp. 565-573 (in Korean).Choi, I. Y., Cho, H. C., Yang, S. C., Choi, J. Y. and Yu, J. Y. (2009a). “Development of design chart for investigating an additional rail stress and displacement on CWR(I) - Design Chart for High Speed Railway Bridge.” Journal of the Korean Society for Railway, Vol. 12, No. 4, pp. 565-573 (in Korean).Google Search
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Choi, I. Y., Lim, Y. S., Yang, S. C. and Choi, J. Y. (2009b). “Development of design chart for investigating an additional rail stress and displacement on CWR(II) - Design Chart for Railway Bridge of Conventional Line.” Journal of the Korean Society for Railway, Vol. 12, No. 4, pp. 574-581 (in Korean).Choi, I. Y., Lim, Y. S., Yang, S. C. and Choi, J. Y. (2009b). “Development of design chart for investigating an additional rail stress and displacement on CWR(II) - Design Chart for Railway Bridge of Conventional Line.” Journal of the Korean Society for Railway, Vol. 12, No. 4, pp. 574-581 (in Korean).Google Search
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International Union of Railways (2001). UIC Code 774-3R 2nd edition, Track/bridge Interaction Recommendations for calculations, Pavis, France. International Union of Railways (2001). UIC Code 774-3R 2nd edition, Track/bridge Interaction Recommendations for calculations, Pavis, France.Google Search
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Kim, I. J., Kang, K. D., Park, D. G. and Bae, S. H. (2005). “A study on the plan of reducing the longitudinal force of continuous welded rail for concrete track on the bridge.” Proceedings of Korean Society of Civil Engineers 2005 Conference, pp. 3830-3833 (in Korean).Kim, I. J., Kang, K. D., Park, D. G. and Bae, S. H. (2005). “A study on the plan of reducing the longitudinal force of continuous welded rail for concrete track on the bridge.” Proceedings of Korean Society of Civil Engineers 2005 Conference, pp. 3830-3833 (in Korean).Google Search
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Korea Rail Network Authority (2014a). KR C-14040 Concrete track structure.Korea Rail Network Authority (2014a). KR C-14040 Concrete track structure.Google Search
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Korea Rail Network Authority (2014b). KR C-08080 Track-Bridge Longitudinal Interaction Analysis (in Korea).Korea Rail Network Authority (2014b). KR C-08080 Track-Bridge Longitudinal Interaction Analysis (in Korea).Google Search
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Lee, J. S., Cho, S. I., Park, M. H., Joo, H. J. and Nam, H. M. (2010). “Parameter study for long-span bridge of high-speed railway considering CWR axial force.” Proceedings of Korean Society for Railway Spring Conference, pp. 1452-1459.Lee, J. S., Cho, S. I., Park, M. H., Joo, H. J. and Nam, H. M. (2010). “Parameter study for long-span bridge of high-speed railway considering CWR axial force.” Proceedings of Korean Society for Railway Spring Conference, pp. 1452-1459.Google Search
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Ren, J., Xiang, R. and Lechner, B. (2009). “An innovative slab track test-line in China.” Proceedings of the 8th International Conference on Bearing Capacity of Roads, Railways and Airfields, Taylor & Francis Group, London, UK, pp. 1243-1252.Ren, J., Xiang, R. and Lechner, B. (2009). “An innovative slab track test-line in China.” Proceedings of the 8th International Conference on Bearing Capacity of Roads, Railways and Airfields, Taylor & Francis Group, London, UK, pp. 1243-1252.Google Search
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Rui, X., Juanjuan, R. and Yong, Z. (2010). “A study of compressive stress and compression of hard foam board for longitudinally coupled slab track on bridges.” Proceedings of the 2010 Joint Rail Conference.Rui, X., Juanjuan, R. and Yong, Z. (2010). “A study of compressive stress and compression of hard foam board for longitudinally coupled slab track on bridges.” Proceedings of the 2010 Joint Rail Conference.Google Search
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Sanguino, M. C. and Requejo, P. G. (2009). “Numerical methods for the analysis of longitudinal interaction between track and structure.” Track-Bridge Interaction on High-Speed Railways, R. Calçada, R. Delgado, A. C. Matos, J. M. Goicolea, F. Gabaldón, eds., Taylor & Francis Group, London, UK, pp. 95-108.Sanguino, M. C. and Requejo, P. G. (2009). “Numerical methods for the analysis of longitudinal interaction between track and structure.” Track-Bridge Interaction on High-Speed Railways, R. Calçada, R. Delgado, A. C. Matos, J. M. Goicolea, F. Gabaldón, eds., Taylor & Francis Group, London, UK, pp. 95-108.Google Search
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Sun, S., Zhang, W., Wang, Z. Su, W., Wu, C. and Bu, Q. (2011). “Design of unballasted track bridges on Beijing-Tianjin intercity railway.” Engineering Sciences, Vol. 9, No. 4, pp. 59-70.Sun, S., Zhang, W., Wang, Z. Su, W., Wu, C. and Bu, Q. (2011). “Design of unballasted track bridges on Beijing-Tianjin intercity railway.” Engineering Sciences, Vol. 9, No. 4, pp. 59-70.Google Search
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The European Standard EN 1991-1-2 (2003). Eurocode 1: Actions on Structures-Part 2: Traffic loads on bridges, Section 6 Rail traffic actions and other actions specifically for railway bridges, Pavis, France.The European Standard EN 1991-1-2 (2003). Eurocode 1: Actions on Structures-Part 2: Traffic loads on bridges, Section 6 Rail traffic actions and other actions specifically for railway bridges, Pavis, France.Google Search
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Wang, P., Ren, J. J., Xiang, R. and Liu, X. Y. (2012). “Influence of rub-plate length on forces and displacements of longitudinally coupled slab track for a bridge turnout.” Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, Vol. 226, No. 3, pp. 284-293.10.1177/0954409711420776Wang, P., Ren, J. J., Xiang, R. and Liu, X. Y. (2012). “Influence of rub-plate length on forces and displacements of longitudinally coupled slab track for a bridge turnout.” Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, Vol. 226, No. 3, pp. 284-293.DOI
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Yang, S. C., Lee, J. H. and Suh, S. B. (2000). “Development of a numerical analysis method of longitudinal forces of CWR on railway bridges.” Journal of Korean Society of Civil Engineers, Vol. 20, No. 5-D, pp. 581-591 (in Korean).Yang, S. C., Lee, J. H. and Suh, S. B. (2000). “Development of a numerical analysis method of longitudinal forces of CWR on railway bridges.” Journal of Korean Society of Civil Engineers, Vol. 20, No. 5-D, pp. 581-591 (in Korean).Google Search