British Standard (1997). BS 8110 Part 1, Structural use of concrete part 1. Code of practice for design and construction, British Standards Institution. British Standard (1997). BS 8110 Part 1, Structural use of concrete part 1. Code of practice for design and construction, British Standards Institution.

British Standards Institution (2004). Eurocode 2: Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings, British Standards Institution. British Standards Institution (2004). Eurocode 2: Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings, British Standards Institution.

Chung, C. H., Joo, S. H., Choi, D. C. and Lee, J. G. (2014). “Structural performance of precast concrete arch with reinforced joint.” J. of KSCE, Vol. 34, No. 1, pp. 29-47 (in Korean).10.12652/Ksce.2014.34.1.0029Chung, C. H., Joo, S. H., Choi, D. C. and Lee, J. G. (2014). “Structural performance of precast concrete arch with reinforced joint.” J. of KSCE, Vol. 34, No. 1, pp. 29-47 (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., 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., 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).

Joergensen, H. B. and Hoang, L. C. (2005). “Strength of loop connections between precast bridge decks loaded in combined tension and bending.” Structural Engineering International, 1/2005, pp. 71-80.Joergensen, H. B. and Hoang, L. C. (2005). “Strength of loop connections between precast bridge decks loaded in combined tension and bending.” Structural Engineering International, 1/2005, pp. 71-80.

Junbao, H. (2014). “Structural behavior of precast component joints with loop connection.” National University of Singapore.Junbao, H. (2014). “Structural behavior of precast component joints with loop connection.” National University of Singapore.

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.” University of Tennessess, Knoxville. Lewis, S. (2009). “Experimental investigation of precast bridge deck joints with U-bar and headed bar joint details.” University of Tennessess, Knoxville.

Ma, Z. J., Lewis, S., Cao, Q., He, Z., Burdette, E. G. and French, C. E. W. (2011). “Transverse joint details with tight bend diameter U-Bars for accelerated bridge construction.” Journal of Structural Engineering, Vol. 138, No. 6, pp. 697-707. Ma, Z. J., Lewis, S., Cao, Q., He, Z., Burdette, E. G. and French, C. E. W. (2011). “Transverse joint details with tight bend diameter U-Bars for accelerated bridge construction.” Journal of Structural Engineering, Vol. 138, No. 6, pp. 697-707.

Ministry of Land, Transport and Maritime Affairs (MLTMA) (2010). Highway Bridge Design Codes (in Korean).Ministry of Land, Transport and Maritime Affairs (MLTMA) (2010). Highway Bridge Design Codes (in Korean).

Ministry of Land, Transport and Maritime Affairs (MLTMA) (2012). Highway Bridge Design Codes (Limit states design codes) (in Korean). Ministry of Land, Transport and Maritime Affairs (MLTMA) (2012). Highway Bridge Design Codes (Limit states design codes) (in Korean).

Ministry of Land, Transport and Maritime Affairs (MLTMA) (2012). Structural Concrete design codes (in Korean).Ministry of Land, Transport and Maritime Affairs (MLTMA) (2012). Structural Concrete design codes (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, Vol. 29, No. 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, Vol. 29, No. 2, pp. 145-162.

Shim, C. S., Kim, D. C., Yun, N. R., Choi, D. H. and Jin, K. S. (2015). “Experimental evaluation of loop joints in precast arch.” Proc. of KSCE Conf., KSCE, Korea, pp. 137-138. Shim, C. S., Kim, D. C., Yun, N. R., Choi, D. H. and Jin, K. S. (2015). “Experimental evaluation of loop joints in precast arch.” Proc. of KSCE Conf., KSCE, Korea, pp. 137-138.