Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Abrishami, H. H. and Mitchell, D. (1996). “Influence of splitting cracks on tension stiffening.” ACI Structural Journal, Vol. 93, No. 6, pp. 703-710.Abrishami, H. H. and Mitchell, D. (1996). “Influence of splitting cracks on tension stiffening.” ACI Structural Journal, Vol. 93, No. 6, pp. 703-710.Google Search
2 
Broms, B. B. (1965). “Crack width and crack spacing in reinforced concrete members.” ACI Journal, Vol. 62, No. 9, pp. 1237-1256.Broms, B. B. (1965). “Crack width and crack spacing in reinforced concrete members.” ACI Journal, Vol. 62, No. 9, pp. 1237-1256.Google Search
3 
CEB-FIP (1990). “CEB-FIP model code 1990.” Comite Euro- International du Beton, Thomas Telford.CEB-FIP (1990). “CEB-FIP model code 1990.” Comite Euro- International du Beton, Thomas Telford.Google Search
4 
Deluce, J. R. and Vecchio, F. J. (2013). “Cracking behavior of steel fiber-reinforced concrete members containing conventional reinforcement.” ACI Structural Journal, Vol. 110, No. 3, pp. 481-490.Deluce, J. R. and Vecchio, F. J. (2013). “Cracking behavior of steel fiber-reinforced concrete members containing conventional reinforcement.” ACI Structural Journal, Vol. 110, No. 3, pp. 481-490.Google Search
5 
Deluce, J. R., Lee, S. C. and Vecchio, F. J. (2014). “Cracking model for steel fiber-reinforced concrete members containing conventional reinforcement.” ACI Structural Journal, Vol. 111, No. 1, pp. 93-102.Deluce, J. R., Lee, S. C. and Vecchio, F. J. (2014). “Cracking model for steel fiber-reinforced concrete members containing conventional reinforcement.” ACI Structural Journal, Vol. 111, No. 1, pp. 93-102.Google Search
6 
European Committee for Standardization (2002). “EUROCODE 2 – design of concrete structures.” European Committee for Stan-dardization, Brussels.European Committee for Standardization (2002). “EUROCODE 2 – design of concrete structures.” European Committee for Stan-dardization, Brussels.Google Search
7 
Fields, K. and Bishoff, P. H. (2004). “Tension stiffening and cracking of high-strength reinforced concrete tension members.” ACI Structural Journal, Vol. 101, No. 4, pp. 447-456.Fields, K. and Bishoff, P. H. (2004). “Tension stiffening and cracking of high-strength reinforced concrete tension members.” ACI Structural Journal, Vol. 101, No. 4, pp. 447-456.Google Search
8 
Forth, J. H. and Beeby, A. W. (2014). “Study of composite behavior of reinforcement and concrete in tension.” ACI Structural Journal, Vol. 111, No. 2, pp. 397-406.Forth, J. H. and Beeby, A. W. (2014). “Study of composite behavior of reinforcement and concrete in tension.” ACI Structural Journal, Vol. 111, No. 2, pp. 397-406.Google Search
9 
Goto, Y.  (1971).  “Cracks Formed in Concrete Around  Deformed Tension Bars.” ACI Journal, Vol. 68, No. 4, pp. 244-251.Goto, Y.  (1971).  “Cracks Formed in Concrete Around  Deformed Tension Bars.” ACI Journal, Vol. 68, No. 4, pp. 244-251.Google Search
10 
Hong, C. H. (1999). Development of Tension Stiffening Models for Steel Fibrous High Strength Reinforced Concrete and Its Application into Nonlinear Analysis, Dissertation of Ph.D., Kangwon University (in Korean).Hong, C. H. (1999). Development of Tension Stiffening Models for Steel Fibrous High Strength Reinforced Concrete and Its Application into Nonlinear Analysis, Dissertation of Ph.D., Kangwon University (in Korean).Google Search
11 
Kim, D. H. (2011). Cracking Behavior of Concrete by Rib Shapes of Reinforcement, Dissertation of M.S., Youngnam University (in Korean).Kim, D. H. (2011). Cracking Behavior of Concrete by Rib Shapes of Reinforcement, Dissertation of M.S., Youngnam University (in Korean).Google Search
12 
Kim, W., Lee, K. Y. and Mun, I. (2001). “Bond characteristics and cracking behavior in high-strength concrete tensile members-mo-deling of bond characteristics.” Journal of the KSCE, Vol. 21, No. 5-A, pp. 244-251 (in Korean).Kim, W., Lee, K. Y. and Mun, I. (2001). “Bond characteristics and cracking behavior in high-strength concrete tensile members-mo-deling of bond characteristics.” Journal of the KSCE, Vol. 21, No. 5-A, pp. 244-251 (in Korean).Google Search
13 
Korea Concrete Institute (2007). Concrete Structural Design Code, Kimoondang Publishing Co. Ltd. (in Korean).Korea Concrete Institute (2007). Concrete Structural Design Code, Kimoondang Publishing Co. Ltd. (in Korean).Google Search
14 
Korea Concrete Institute (2012). Design Specifications for Structural Concrete, Kimoondang Publishing Co. Ltd. (in Korean).Korea Concrete Institute (2012). Design Specifications for Structural Concrete, Kimoondang Publishing Co. Ltd. (in Korean).Google Search
15 
Korea Road and Transportation Association (2012). Korean Highway Bridge Design Code(Limit States Design Method) (in Korean).Korea Road and Transportation Association (2012). Korean Highway Bridge Design Code(Limit States Design Method) (in Korean).Google Search
16 
Korea Road and Transportation Association (2016). Korean Highway Bridge Design Code(Limit States Design Method) (in Korean).Korea Road and Transportation Association (2016). Korean Highway Bridge Design Code(Limit States Design Method) (in Korean).Google Search
17 
Korean Institute of Bridge and Structural Engineers and Korea Bridge Design and Engineering Research Center (2015). Manual of Korean Highway Bridge Design Code(Limit States Design Method) (in Korean).Korean Institute of Bridge and Structural Engineers and Korea Bridge Design and Engineering Research Center (2015). Manual of Korean Highway Bridge Design Code(Limit States Design Method) (in Korean).Google Search
18 
Lee, B. H. (1998). An Experimental Study on the Tension Stiffening Effect of Reinforced Concrete Members, Dissertation of Ph.D., Hanyang University (in Korean).Lee, B. H. (1998). An Experimental Study on the Tension Stiffening Effect of Reinforced Concrete Members, Dissertation of Ph.D., Hanyang University (in Korean).Google Search
19 
Lee, G. Y. (2001). A Study on the Influence of Cover Thickness on Tension Stiffening Behavior, Dissertation of M.S., Chonnam National University (in Korean).Lee, G. Y. (2001). A Study on the Influence of Cover Thickness on Tension Stiffening Behavior, Dissertation of M.S., Chonnam National University (in Korean).Google Search
20 
Lee, G. Y. and Kim, W. (2009). “Cracking and tension stiffening behavior of high-strength concrete tension members subjected to axial load.” Advances in Structural Engineering, Vol. 12, No. 2, pp. 127-137.10.1260/136943309788251614Lee, G. Y. and Kim, W. (2009). “Cracking and tension stiffening behavior of high-strength concrete tension members subjected to axial load.” Advances in Structural Engineering, Vol. 12, No. 2, pp. 127-137.DOI
21 
Lorrain, M., Maurel, O. and Seffo, M. (1998). “Cracking behavior of reinforced high-strength concrete tension ties.” ACI Structural Journal, Vol. 95, No. 5, pp. 626-635.Lorrain, M., Maurel, O. and Seffo, M. (1998). “Cracking behavior of reinforced high-strength concrete tension ties.” ACI Structural Journal, Vol. 95, No. 5, pp. 626-635.Google Search
22 
Perera, S. V. T. J. and Mutsuyoshi, H. (2011). “Tension stiffening behavior of high-strength concrete tension members.” Annual Research Journal of SLSAJ, Vol. 11, pp. 10-18.Perera, S. V. T. J. and Mutsuyoshi, H. (2011). “Tension stiffening behavior of high-strength concrete tension members.” Annual Research Journal of SLSAJ, Vol. 11, pp. 10-18.Google Search
23 
Rizkalla, S. H. and Hwang, L. S. (1984). “Crack prediction for members in uniaxial tension.” ACI Journal, Vol. 81, No. 6, pp. 572-579.Rizkalla, S. H. and Hwang, L. S. (1984). “Crack prediction for members in uniaxial tension.” ACI Journal, Vol. 81, No. 6, pp. 572-579.Google Search
24 
Russo, G. and Romano, F. (1992). “Cracking response of rc members subject to uniaxial members.” ASCE Journal of Structural Engineering, Vol. 118, No. 5, pp. 1172-1190.10.1061/(ASCE)0733-9445(1992)118:5(1172)Russo, G. and Romano, F. (1992). “Cracking response of rc members subject to uniaxial members.” ASCE Journal of Structural Engineering, Vol. 118, No. 5, pp. 1172-1190.DOI
25 
Yun, S. H. (1999). A Study on the Tension Stiffening Effect in High-Strength Concrete, Dissertation of M.S., Chonnam National University (in Korean).Yun, S. H. (1999). A Study on the Tension Stiffening Effect in High-Strength Concrete, Dissertation of M.S., Chonnam National University (in Korean).Google Search