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CEN. (2003). EN 1991-1-5:2003 (E), Section 6. Temperature Changes in Bridges, pp. 19-30. CEN. (2003). EN 1991-1-5:2003 (E), Section 6. Temperature Changes in Bridges, pp. 19-30.

Kang, T. S., Lee, D. K., Kim, G. S., Ju, M. K., Ju, H. S. and Lee, S. C. (2011). “A study on long-term behavior of concrete pylon using monitoring data.” Korea Concrete Institute Conference-11, KCI, Jeju, Korea, pp. 93-94 (in Korean).Kang, T. S., Lee, D. K., Kim, G. S., Ju, M. K., Ju, H. S. and Lee, S. C. (2011). “A study on long-term behavior of concrete pylon using monitoring data.” Korea Concrete Institute Conference-11, KCI, Jeju, Korea, pp. 93-94 (in Korean).

Ministry of Land, Transport and Maritime Affairs. (2010). Korea bridge design code, Temperature changes of Chapter 2. DESIGN, Korea Road & Transportation Association (in Korean).Ministry of Land, Transport and Maritime Affairs. (2010). Korea bridge design code, Temperature changes of Chapter 2. DESIGN, Korea Road & Transportation Association (in Korean).

Ministry of Land, Infrastructure, and Transport. (2012). Korea bridge design code (limit state design), Temperature changes of Chapter 3. LOAD, Korea Road & Transportation Association (in Korean).Ministry of Land, Infrastructure, and Transport. (2012). Korea bridge design code (limit state design), Temperature changes of Chapter 3. LOAD, Korea Road & Transportation Association (in Korean).

Korean Society of Civil Engineers (KSCE). (2006). Design guideline for cable steel bridge, Korean Society of Civil Engineers, Seoul, Korea (in Korean).Korean Society of Civil Engineers (KSCE). (2006). Design guideline for cable steel bridge, Korean Society of Civil Engineers, Seoul, Korea (in Korean).

Park, J. C., Park, C. M. and Song, P. Y. (2004). “Evaluation of structural behaviors using full scale measurements on the seo hae cable-stayed bridge.” J. of the Korean Society of Civil Engineers, KSCE, Vol. 24, No. 2A, pp. 249-257 (in Korean). Park, J. C., Park, C. M. and Song, P. Y. (2004). “Evaluation of structural behaviors using full scale measurements on the seo hae cable-stayed bridge.” J. of the Korean Society of Civil Engineers, KSCE, Vol. 24, No. 2A, pp. 249-257 (in Korean).

Park, J. C., Kim, Y. J., Choi, S. K. and Lee, C. P. (2005). “Evaluation of thermal effect on the concrete pylon of a cable-stayed bridge.” Korea Concrete Institute Conference-5, KCI, Muju, Korea, pp. 355-358 (in Korean).Park, J. C., Kim, Y. J., Choi, S. K. and Lee, C. P. (2005). “Evaluation of thermal effect on the concrete pylon of a cable-stayed bridge.” Korea Concrete Institute Conference-5, KCI, Muju, Korea, pp. 355-358 (in Korean).