1 |
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).
|
2 |
American Concrete Institute (ACI). (2001 Reapproved) ACI committee 224.3 joints in concrete construction, Control of Cracking in Concrete Structures, ACI 224, Detroit.
|
3 |
American Concrete Institute (ACI). (2008). ACI Committee 318, Building code requirements for structural concrete and commentary and notes, ACI 318-08, Detroit.
|
4 |
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).
과학기술학회마을
|
5 |
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).
과학기술학회마을
|
6 |
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.
|
7 |
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.
|
8 |
Rosenthal, I. and Shimoni. J. (1984). "Bending behavior of a doubleloop connection between precast concrete slabs." Concrete International 6.11, pp. 30-34.
|
9 |
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.
DOI
|
10 |
Ministry of Land, Infrastructure and Transport (MLIT) (2012). Koran bridge design code (Limit State Design), chap. 5.6 serviceability design (in Korean).
|