1 |
Korea Institute of Bridge and Structural Engineers(KIBSE). (2015). Korea Highway Bridge Design Code, Construction Information Press, Seoul, 5-127-5-130 [in Korean].
|
2 |
Kim, W. (2014). Limit State Design of Concrete Structures, DongHwa Technology Publishing Co., Seoul, 90-91 [in Korean].
|
3 |
Kim, W., Lee, K.Y., Yeom, H.S. (2001). A study on the bonding characteristics and crack behavior of high strength concrete tension member(1)-to the center of tension stiffening effect, Journal of the Korean Society of Civil Engineers, KSCE, 21(5-a), 687-697 [in Korean].
|
4 |
Lee, K.Y., Kim, M.J., Kim, W., Lee, H.M. (2011). Tension stiffening effect considering cover thickness in reinforced concrete tension members, Journal of the Korea Concrete Institute, 27(6), [in Korean].
|
5 |
Lee, M.S., Seo, T.S., No, Y.S. (2011). Experimental study on bond strength of high strength concrete flexural member under crack stabilization, Journal of the Architectural Institute of Korea - Structure, 27(9), 37-44 [in Korean].
|
6 |
Rizkalla, S.H., Hwang, L.S. (1986). Crack predictionfor members in uniaxial tension, ACI Journal, 81(6), 572-579.
|
7 |
Abrishami, H.H., Mitchell, D. (1996). Influence of splitting cracks on tension stiffening, ACI Structural Journal, 93(6), 703-710.
|
8 |
ACI Committee 224. (1986). Cracking of concrete members in direct tension, ACI Journal, 83(4).
|
9 |
Broms, B.B., Lutz, L.A. (1965). Effect of arrangement of reinforcement on crack width and spacing of reinforced concrete members, ACI Journal, 62(11), 1395-1420.
|
10 |
CEB-FIP. CEB-FIP model code 1990(1991), Comite Euro Intemational Du Beton, Paris, 87-109.
|
11 |
Eurocode 2. (2004). Design of Concrete Structures Part 1-1: general Rules and Rules for Buildings, European Committee for Standardisation, Brussels.
|
12 |
Eurocode 2. (2005). Design of Concrete Structures Part 2: Concrete Bridges - Design and Detailing Rules, European Committee for Standardisation, Brussels.
|
13 |
FIb. (2013). Fib Model code 2010. First Complete Draft - Volume 2, Fed Ration Internationale Du beton, Switzerland, 137-140.
|