1 |
Zhao L., Karbhari V. M., Hegemier G. A. and Seible F., "Connection of concrete barrier rails to FRP bridge decks", Composites Part B: Engineering, Vol. 35, No. 4, 2004, pp.269-278 (United Kingdom).
DOI
ScienceOn
|
2 |
Berg A. C., Bank L. C., Oliva M. G. and Russell J. S., "Construction and cost analysis of an FRP reinforced concrete bridge deck", Construction and Building Materials, Vol. 20, No. 8, 2006, pp.515-526 (Netherlands).
DOI
ScienceOn
|
3 |
Choi E. S. and Kim H. S., "Precast Concrete Panel's Behavior for Constructing Bridge Decks", Vol. 25, No. 2, 2005, pp.395-404 (in Korean).
|
4 |
Ehmke F. G., Analysis of a bridge deck built on interstate highway 39/90 with full-depth, precast, prestressed concrete deck panels. Ms.C. Thesis, University of Wisconsin-Madison, 2006 (United States of America).
|
5 |
KCI, Korea Structural Concrete Design Code, 2007.
|
6 |
Kim H. Y. and Jeong Y. J., "Experimental investigation on behaviour of steel-concrete composite bridge slabs with perfobond ribs", Journal of Constructional Steel Research, Vol. 62, No. 5, 2006, pp.463-471 (in Korean).
DOI
ScienceOn
|
7 |
Kim M. K., Bridge slab construction method and lattice bar deck-shaped precast concrete plate applied therein. Patent Cooperation Treaty (PCT), WO 2006/049377, 2006 (in Korean).
|
8 |
KTRA, Bridge Design Specification, 2010.
|
9 |
Lho B. C. and CHo G. D., "A Study on the Composite Behavior according to Height Change of Lattice bar in LB-DECK", Journal of the Korea institute for structural maintenance inspection, Vol. 27, No. 2, 2007, pp.193-200 (in Korean).
과학기술학회마을
|
10 |
Lho B. C. and CHo G. D., "A Study on the Structural Behavior of LB-DECK Panel Considering Rebar-Arrangement in Site", Journal of the Korea institute for structural maintenance inspection, Vol. 12, No. 3, 2008, pp.167-174 (in Korean).
과학기술학회마을
|
11 |
Youn S. G., Lee J. H., Cho S. K., Jeong J. D. and Won Y. S., "Punching Shear Strength of Reinforced Concrete Bridge Decks with LB-DECK", Magazine of the Korea Concrete Institute, Vol. 18, No. 1, 2006, pp.390-393 (in Korean).
|