1. Choi, E., Kim, H. M., Oh, J. T., and Kim, S. G. (2005). “Analysis of dynamic behavior of open-steel-plate-girder bridges due to installing rubber pads.” Journal of Korean Society of Steel Construction, 17(3), pp. 295–306 (in Korean).
2. Choi E., Hwang, S. K., and Lee, J. S. (2006). Evaluation of earthquake-resistance ability and corresponding strengthening strategies for current Korean railroad structures. Research Report, Korea Railroad Res. Inst., Uiwang, Korea (in Korean).
3. Choi, E., Lee, J. S., Jeon, H. K., Park, T., and Kim, H. T. (2010a). “Static and dynamic behavior of disk bearings for OSPG railway bridges under railway vehicle loading.” Nonlinear Dynamics, 62, pp. 73–93.
4. Choi, J. Y., Park, Y. G., Choi, E., and Choi, J. H. (2010b). “Applying precast slab panel track to replace timber track in an existing steel plates girder railway bridge.” Proc. IMechE., Vol. 224, Park F: J. Rail and Rapid Transit, pp. 159–167.
5. Choi, E., Rhee, I., Park, J., and Cho, B. S. (2011). “Seismic retrofit of plain concrete piers of railroad bridges using composite of FRP-steel plates.” Composites: Part B, 42, pp. 1097–1107.