American Concrete Institute (ACI). (2001 Reapproved) ACI committee 224.3 joints in concrete construction, Control of Cracking in Concrete Structures, ACI 224, Detroit.American Concrete Institute (ACI). (2001 Reapproved) ACI committee 224.3 joints in concrete construction, Control of Cracking in Concrete Structures, ACI 224, Detroit.

American Concrete Institute (ACI). (2008). ACI Committee 318, Building code requirements for structural concrete and commentary and notes, ACI 318-08, Detroit.American Concrete Institute (ACI). (2008). ACI Committee 318, Building code requirements for structural concrete and commentary and notes, ACI 318-08, Detroit.

Chung, C. H., Kim, Y. S., Hyun, B. H. and Kim, I. G. (2009). “Strength of PSC bridge decks using half-depth precast panel with loop joint.” J. of KSCE, Vol. 29, No. 5A, pp. 433-445 (in Korean).Chung, C. H., Kim, Y. S., Hyun, B. H. and Kim, I. G. (2009). “Strength of PSC bridge decks using half-depth precast panel with loop joint.” J. of KSCE, Vol. 29, No. 5A, pp. 433-445 (in Korean).

Chung, C. H., Lim. S. J., Hyun, B. H. and Kim, Y. J. (2009). “Fatigue performance of half-depth precast deck panels with loop joint.” proc. of 2009 Annual Conference & Civil Expo, KSCE, Vol. 1, pp. 2289-2292 (in Korean).Chung, C. H., Lim. S. J., Hyun, B. H. and Kim, Y. J. (2009). “Fatigue performance of half-depth precast deck panels with loop joint.” proc. of 2009 Annual Conference & Civil Expo, KSCE, Vol. 1, pp. 2289-2292 (in Korean).

Chung, C. H., Sung, Y. E., Hyun, B. H. and Park, S. J. (2008). “Experimental study on connectability of half-depth deck panels with loop joint.” J. of KSCE., Vol. 28, No. 4A, pp. 581-590 (in Korean).Chung, C. H., Sung, Y. E., Hyun, B. H. and Park, S. J. (2008). “Experimental study on connectability of half-depth deck panels with loop joint.” J. of KSCE., Vol. 28, No. 4A, pp. 581-590 (in Korean).

Leonhardt, F., Walther, R. and Dieterle, H. (1973). “Experiments for determining the load bearing capacity of tension loop joints.” Deutscher ausschuss fuer stahbeton heft 226, pp. 1-22.Leonhardt, F., Walther, R. and Dieterle, H. (1973). “Experiments for determining the load bearing capacity of tension loop joints.” Deutscher ausschuss fuer stahbeton heft 226, pp. 1-22.

Lewis, S. (2009). Experimental investigation of precast bridge deck joints with U-bar and headed bar joint details, Master's Thesis, University of Tennessee, Knoxville, America. Lewis, S. (2009). Experimental investigation of precast bridge deck joints with U-bar and headed bar joint details, Master's Thesis, University of Tennessee, Knoxville, America.

Ministry of Land, Infrastructure and Transport (MLIT) (2012). Koran bridge design code (Limit State Design), chap. 5.6 serviceability design (in Korean).Ministry of Land, Infrastructure and Transport (MLIT) (2012). Koran bridge design code (Limit State Design), chap. 5.6 serviceability design (in Korean).

Rosenthal, I. and Shimoni. J. (1984). “Bending behavior of a double- loop connection between precast concrete slabs.” Concrete International 6.11, pp. 30-34.Rosenthal, I. and Shimoni. J. (1984). “Bending behavior of a double- loop connection between precast concrete slabs.” Concrete International 6.11, pp. 30-34.

Ryu, H. K., Kim, Y. J. and Chang, S. P. (2007). “Experimental study on static and fatigue strength of loop joints.” Engineering structures, 29.2 pp. 145-162. 10.1016/j.engstruct.2006.04.014Ryu, H. K., Kim, Y. J. and Chang, S. P. (2007). “Experimental study on static and fatigue strength of loop joints.” Engineering structures, 29.2 pp. 145-162.