Architectural Institute of Korea (AIK) (2004). Concrete filled tube(CFT) structures (in Korean).Architectural Institute of Korea (AIK) (2004). Concrete filled tube(CFT) structures (in Korean).

Byeon, J. S., Yoon, K. Y., Kim, J. S. and Kim, Y. H. (2011). “A basic study on the analysis model of portabler prestressing device for pretensioning PSC girders.” Korean Society of Hazard Mitigation, Vol. 11, No. 6, pp. 77-82 (in Korean).Byeon, J. S., Yoon, K. Y., Kim, J. S. and Kim, Y. H. (2011). “A basic study on the analysis model of portabler prestressing device for pretensioning PSC girders.” Korean Society of Hazard Mitigation, Vol. 11, No. 6, pp. 77-82 (in Korean).

Kang, J. H., Ha, D. J., Cho, K. S., Koh, J. Y. and Jeong, C. H. (2007). “A design and construction technology for long span precast concrete in central europe.” Proc. of Conference, Architectural Institute of Korea, pp. 147-150 (in Korean). Kang, J. H., Ha, D. J., Cho, K. S., Koh, J. Y. and Jeong, C. H. (2007). “A design and construction technology for long span precast concrete in central europe.” Proc. of Conference, Architectural Institute of Korea, pp. 147-150 (in Korean).

Kim, J. S. and Yoon, K. Y. (2012). “A study on buckling analysis of portable prestressing device for pretensioning PSC girders.” Journal of the Korea Academical-Industrial cooperation Society, KAIS, Vol. 13, No. 1, pp. 419-424 (in Korean).Kim, J. S. and Yoon, K. Y. (2012). “A study on buckling analysis of portable prestressing device for pretensioning PSC girders.” Journal of the Korea Academical-Industrial cooperation Society, KAIS, Vol. 13, No. 1, pp. 419-424 (in Korean).

Kim, J. S., Yoon, K. Y. and Kim, Y. H. (2010a). “Analytics study on the safety of 50m class portable prestressing bed.” Proc. of Conference, KSCE, pp. 622-625 (in Korean).Kim, J. S., Yoon, K. Y. and Kim, Y. H. (2010a). “Analytics study on the safety of 50m class portable prestressing bed.” Proc. of Conference, KSCE, pp. 622-625 (in Korean).

Kim, J. S., Yoon, K. Y. and Kim, Y. H. (2010b). “Evaluation on structural performance of portable prestressing bed.” Proc. of Spring Conference, KAIS, pp. 645-648 (in Korean).Kim, J. S., Yoon, K. Y. and Kim, Y. H. (2010b). “Evaluation on structural performance of portable prestressing bed.” Proc. of Spring Conference, KAIS, pp. 645-648 (in Korean).

Kim, J. S., Yoon, K. Y. and Kim, Y. H. (2010c). “Study on buckling analysis of portable prestressing bed.” Proc. of Spring Conference, KAIS (The Korea Academia-Industrial Cooperation Society), pp. 461-465 (in Korean).Kim, J. S., Yoon, K. Y. and Kim, Y. H. (2010c). “Study on buckling analysis of portable prestressing bed.” Proc. of Spring Conference, KAIS (The Korea Academia-Industrial Cooperation Society), pp. 461-465 (in Korean).

Kim, J. S., Yoon, K. Y. and Kim, Y. H. (2011). “An experimental study on structural characteristics of 50m span portable prestressing bed.” Proc. of Spring Conference, KAIS, pp. 280-283 (in Korean).Kim, J. S., Yoon, K. Y. and Kim, Y. H. (2011). “An experimental study on structural characteristics of 50m span portable prestressing bed.” Proc. of Spring Conference, KAIS, pp. 280-283 (in Korean).

Kim, T. K., Lee, D. S. and Lee, S. C. (2013). “A syructural performance test of a full-scale pretension PSC girder.” Journal of the Korean Society of Civil Engineers, Vol. 33, No. 5, pp. 174-1751 (in Korean).10.12652/Ksce.2013.33.5.1741Kim, T. K., Lee, D. S. and Lee, S. C. (2013). “A syructural performance test of a full-scale pretension PSC girder.” Journal of the Korean Society of Civil Engineers, Vol. 33, No. 5, pp. 174-1751 (in Korean).

Korea Concrete Institute (2007). Design specifications of concrete structures (in Korean).Korea Concrete Institute (2007). Design specifications of concrete structures (in Korean).

Korea Road & Transportation Association (KRTA) (2010). Road bridge design specifications (in Korean).Korea Road & Transportation Association (KRTA) (2010). Road bridge design specifications (in Korean).

Korean Society of Steel Construction (KSSC) (2003). Design and construction manual of concrete filled tube structures (in Korean).Korean Society of Steel Construction (KSSC) (2003). Design and construction manual of concrete filled tube structures (in Korean).

Ma, H. W., Oh, H. C., Kim, I. G., Kim, Y. J. and Kim, K. T. (2010). “A study on pretension girder method using precast concrete bed system.” Proc. of Spring Conference, KCI, pp. 463-464 (in Korean).Ma, H. W., Oh, H. C., Kim, I. G., Kim, Y. J. and Kim, K. T. (2010). “A study on pretension girder method using precast concrete bed system.” Proc. of Spring Conference, KCI, pp. 463-464 (in Korean).

Stephen P. Timoshenko, James M. Gere (1963). Theory of elastic stability, 2nd Ed., McGRAW-HILL, NewYork.Stephen P. Timoshenko, James M. Gere (1963). Theory of elastic stability, 2nd Ed., McGRAW-HILL, NewYork.

Yi, G. S., Yoon, K. Y., Kim, J. S. and Kim, Y. H. (2011). “An experimetally fundamental study on development of portable prestressing devices for pretensioning PSC girders.” Korean Society of Hazard Mitigation, Vol. 11, No. 6, pp. 61-66 (in Korean).Yi, G. S., Yoon, K. Y., Kim, J. S. and Kim, Y. H. (2011). “An experimetally fundamental study on development of portable prestressing devices for pretensioning PSC girders.” Korean Society of Hazard Mitigation, Vol. 11, No. 6, pp. 61-66 (in Korean).