1 |
H. H. Hwang, C. B. Joh, B. S. Kim and Y. W. Lee, "Static Behavior of CIP PSC Deck Slabs for Composite Two-Girder Bridges", Journal of the Korean Society of Civil Engineers, Vol. 27, No. 3, pp. 291-302, 2007.
|
2 |
W. J. Park and H. H. Hwang, "Minimum Thickness of Long Span RC Deck Slabs for Composite 2-girder Bridges Designed by KL-510 Load Model", Journal of the Korean Society of Safety, Vol. 29, No. 3, pp. 72-78, 2014.
DOI
|
3 |
A. K. Azad, M. H. Baluch, M. S. A. Abbasi and K. Kareem, "Punching Capacity of Deck Slabs in Girder-Slab Bridges", ACI Structural Journal, Vol. 91, No. 6, pp. 656-662, 1994.
|
4 |
S. Marshe and F. G. Mark, "Punching Behavior of Composite Bridge Decks Transversely Prestressed with Carbon Fibre Reinforced Polymer Tendons", Canadian Journal of Civil Engineering, Vol. 26, pp. 618-630, 1999.
DOI
|
5 |
O. S. Khanna, A. A. Mufti and B. Bakht, "Experimental Investigation of the Role of Reinforcement in the Strength of Concrete Deck Slabs", Canadian Journal of Civil Engineering, Vol. 27, pp. 475-480, 2000.
DOI
|
6 |
J. C. Graddy, J. B. Kim, J. H. Whitt, N. H. Burns and R. E. Klingner, "Punching Shear Behavior of Bridge Decks under Fatigue Loading", ACI Structural Journal, Vol. 99, No. 3, pp. 257-266, 2002.
|
7 |
Matzui, "Technical Development of Deck Slabs - improvement of Durability, Construction Simplication", Bridge and Foundation, Vol. 31, No. 8, pp. 84-94, 1997.
|
8 |
M. F. Petrou and P. C. Perdikaris, "Punching shear failure in Concrete Decks as Snap-through Instability", Journal of Structural Engineering, Vol. 122, No. 9, pp. 998-1005, 1996.
DOI
|
9 |
H. H. Hwang and Y. W. Lee, "Punching Shear Strength in RC Slabs as Snap-through Model", Journal of the Korean Society of Civil Engineers, Vol. 24, No. 5, pp. 551-555, 2004.
|
10 |
Y. W. Lee and H. H. Hwang, "Punching Shear Strength of RC Slabs by Simple Truss Model", Journal of the Korean Society of Civil Engineers, Vol. 28, No. 2, pp. 187-196, 2008.
|
11 |
M. P. Collins and D. Mitchell, "Prestressed Concrete Structure", Prentice Hall, pp. 67-72, 1991.
|