1 |
BA 36/90, The use of permanent formwork, DMBR, Vol. 2, Section 3, Feb. 1991.
|
2 |
FHWA, Steel bridge design handbook: Bridge Deck Design, FHWA-IF-12-052, Vol.17, 2012.
|
3 |
Korea Concrete Institute, Concrete Structure Design Code, 2012.
|
4 |
Youn, S. G., Cho, S. K., Lee, J. H., Jeong, J. D., and Won, Y. S. "Punching Shear Strength of Reinforced Concrete Bridge Decks with LB-DECK", Proceedings of the Korea Concrete Institute, 2006, Vol.18, No.2, pp.390-393.
|
5 |
Youn, S. G., Cho, S. K., Lee, J. H., and Won, Y. S., "Punching Shear Strength of Reinforced Concrete Bridge Decks with LB-DECK", REAL STRUCTURES: Bridges and Tall Buildings (EASEC-10), 2006, pp.381-386.
|
6 |
Korea Concrete Institute, Study on the Design and Construction of Precast Concrete Panel (LB-DECK), KCI R 09-005, 2009.
|
7 |
Youn, S. G., and Cho, G. D., "Experimental Study on the Cracking Loads of LB-DECKs with Varied Cross-Section Details", Journal of the Korea Concrete Institute, Vol.23, No.5, 2011, pp.657-665.
DOI
|
8 |
Youn, S. B., Cho, K. D., and Youn, S. G., "Development of the Cantilever LB-DECK", KSCE 2014, Convention 2014 Civil Expo & Conference, 2014, pp.131-132.
|
9 |
Youn, S. G., Park, S. H., and Kim, K. H., "Improvement of Design Details of Reinforced Concrete Deck in Railway Bridges", KSCE 2015, Convention 2015 Civil Expo & Conference, 2015, pp.209-210.
|
10 |
Korea Rail Network Authority, Railway Bridge Design Code (Trackbed Part), 2011.
|
11 |
Eurocode 2, Design of concrete structures, Part 1. General rules and rules for building, ENV 1992-1-1, 1992.
|
12 |
Korea Concrete Institute, Concrete Standard Specification, 2009.
|