1 |
Chung, C. H. and Lee, H. J. (2008). Design Method of Long Span Bridge Decks, Technical Report Series, Korea Bridge Design & Engineering Research Center (KBRC) (in Korean).
|
2 |
Chung, C. H., Lee, H. J. and Hwang, H. H. (2004). "A study on the design bending moments of long span decks." Journal of the Korean Society of Civil Engineers, Vol. 24, No. 2A, pp. 431-437 (in Korean).
|
3 |
KHBDC (2010). Korea Highway Bridge Design Code (in Korean).
|
4 |
KHBDC (2015). Korea Highway Bridge Design Code : Limit states design method (in Korean).
|
5 |
Lee, H. J., Chung, C. H. and Cho, S. K. (2005). "A study on the design bending moments of wide cantilever slabs." Journal of the Korean Society of Civil Engineers, Vol. 25, No. 4A, pp. 655-660 (in Korean).
|
6 |
Lee, H. J., Chung, C. H. and Lee, Y. W. (2004). "A study on the thickness of long span decks considering orthotropy." Journal of the Korean Society of Civil Engineers, Vol. 24, No. 4A, pp. 731-737 (in Korean).
|
7 |
Matsui, S. and Egashira, K. (1997). "Study on design bending moment for various concrete floor slabs on highway bridges." Technology Reports of the Osaka University, Vol. 47, No. 2277, pp. 89-101.
|
8 |
MIDAS (2012). MIDAS CIVIL 2012 user's manual, MIDAS Information Technology Co., Ltd. (in Korean).
|
9 |
Yoon, H. J., Joh, C. B. and Kim, B. S. (2003). "A study on the design bending moments for prestressed concrete deck on composite tw-girder bridge." The Korean Society of Civil Engineers (KSCE) 2003 Conference, pp. 726-731 (in Korean).
|