1 |
Lee, J.W., Joh, C.B., and Kim, B.S., "Horizontal Shear Strength between Ultra High Performance Concrete and Normal Concrete," Korea Concrete Institute, 2011, pp. 31-32.
|
2 |
Loov, R.E. and A.K. Patnaik, "Horizontal Shear Strength of Composite Concrete Beams with a Rough Interface," PCI Journal, Vol 39, No. 1, 1994, pp. 48-67.
DOI
|
3 |
Kahn, L.F. and Mitchell, A.D., "Shear Friction Tests with High-Strength Concrete," ACI Structural Journal, Vol. 99, No. 1, pp. 98-103.
|
4 |
Yoo, D.M., Hwang, H.H., Kim, S.T., and Park, S.Y., "An Experimental Study on the shear connection for UHPC Deck Bridge," Journal of The Korean Society for Composite Materials, Vol. 24, No. 5, 2011, pp. 29-33.
DOI
|
5 |
Minister of Land, Transport and Maritime Affairs, 도로 교설계기준, Korea Road & Transportation Association, Seoul, 2010, pp. 4-84.
|
6 |
AASHTO, AASHTO LRFD Bridge Design Specifications, 6th ed., American Association of State Highway and Transprotation Officials, Washington, DC, 2012. pp. 5-84.
|