AFGC (French Association of Civil engineers)/SETRA. (2002). Ultra high performance fibre-reinforced concretes, Interim Recom- Mendations.AFGC (French Association of Civil engineers)/SETRA. (2002). Ultra high performance fibre-reinforced concretes, Interim Recom- Mendations.

Behloul, M., Lee, K. C. and Etienne. D. (2004). “Seonyu ductalⓇ footbridge, in concrete structures: the challenge of creativity.” Proc. fib Symp., AFGC, Avignon, Paris, pp. 26-28.Behloul, M., Lee, K. C. and Etienne. D. (2004). “Seonyu ductalⓇ footbridge, in concrete structures: the challenge of creativity.” Proc. fib Symp., AFGC, Avignon, Paris, pp. 26-28.

Boulay, C., Toulemonde, F., Clement, J. L., Verok, K. and Fakhri, P. (2004). “Safety of HSC structures under concentrated loading: Experimental approach.” Magazine of Concrete Research 56(9), pp. 523-535.10.1680/macr.2004.56.9.523Boulay, C., Toulemonde, F., Clement, J. L., Verok, K. and Fakhri, P. (2004). “Safety of HSC structures under concentrated loading: Experimental approach.” Magazine of Concrete Research 56(9), pp. 523-535.

Choi, K. C., Park, Y. H. and Paik, I. Y. (2010). “Evaluation of bursting behavior in anchorage zone of PSC I girders.” Journal of KSCE, KSCE, Vol. 30, No. 3A, pp. 329-336 (in Korean).Choi, K. C., Park, Y. H. and Paik, I. Y. (2010). “Evaluation of bursting behavior in anchorage zone of PSC I girders.” Journal of KSCE, KSCE, Vol. 30, No. 3A, pp. 329-336 (in Korean).

DAfStb (German Committee for Reinforced Concrete) (2008). Interim report: Ultra High Performance Concrete (in German).DAfStb (German Committee for Reinforced Concrete) (2008). Interim report: Ultra High Performance Concrete (in German).

EOTA (2002). ETAG-013 : Guideline for european technical approval of post-tensioning kits for prestressing of structures.EOTA (2002). ETAG-013 : Guideline for european technical approval of post-tensioning kits for prestressing of structures.

FHWA (2006). Structural behavior of ultra-high performance concrete prestressed I-girders, FHWA-HRT-06-115, VA.FHWA (2006). Structural behavior of ultra-high performance concrete prestressed I-girders, FHWA-HRT-06-115, VA.

Hajar, Z., Simon, A., Thibaux, T. and Wyniecki, P. (2004). “Construction performance fibre reinforced concrete thin- shell structure over the Millau Viaduct toll gate, In Concrete Structures: the Challenge of Creativity.” Proc. fib Symp., AFGC, Avignon, Paris, pp. 26-28.Hajar, Z., Simon, A., Thibaux, T. and Wyniecki, P. (2004). “Construction performance fibre reinforced concrete thin- shell structure over the Millau Viaduct toll gate, In Concrete Structures: the Challenge of Creativity.” Proc. fib Symp., AFGC, Avignon, Paris, pp. 26-28.

Japan Society of Civil Engineers (2004). Recommendations for design and construction of ultra high strength fiber reinforced concrete structures-draft (in Japanese).Japan Society of Civil Engineers (2004). Recommendations for design and construction of ultra high strength fiber reinforced concrete structures-draft (in Japanese).

Korea Concrete Institute (2009). Construction specification and commentary of concrete structures (in Korean).Korea Concrete Institute (2009). Construction specification and commentary of concrete structures (in Korean).

Korea Institute of Construction Technology (2010). Interim design recommendations for ultra high performance concrete and commentary (in Korean).Korea Institute of Construction Technology (2010). Interim design recommendations for ultra high performance concrete and commentary (in Korean).

Korea Institute of Construction Technology (2011). Design specific technology for ultra high performance concrete, KICT 2010-107 (in Korean).Korea Institute of Construction Technology (2011). Design specific technology for ultra high performance concrete, KICT 2010-107 (in Korean).

Kim, J. S., Kwark, J. W., Joh, C. b. and Choi, Y. S. (2011). Development of design guide of PS anchorage using ultra high performance concrete, Seokyeong University (in Korean).Kim, J. S., Kwark, J. W., Joh, C. b. and Choi, Y. S. (2011). Development of design guide of PS anchorage using ultra high performance concrete, Seokyeong University (in Korean).

MIDAS IT (2006). Getting started & tutorials (in Korean).MIDAS IT (2006). Getting started & tutorials (in Korean).

Ministry of Land, Transport and Marine Affairs (2010). Korea bridge design code (in Korean).Ministry of Land, Transport and Marine Affairs (2010). Korea bridge design code (in Korean).

Oh, B. H., Lim, D. H. and Yoo, S. W. (1994). “Mechanical behavior of anchorage zones in prestressed concrete members with single and closely-spaced anchorages.” Journal of KSCE, KSCE, Vol. 14, No. 6, pp. 1329-1339 (in Korean).Oh, B. H., Lim, D. H. and Yoo, S. W. (1994). “Mechanical behavior of anchorage zones in prestressed concrete members with single and closely-spaced anchorages.” Journal of KSCE, KSCE, Vol. 14, No. 6, pp. 1329-1339 (in Korean).

Research Institute of Industrial Science & Technology (2010). Performance test of PT anchorage system (in Korean). Research Institute of Industrial Science & Technology (2010). Performance test of PT anchorage system (in Korean).

Toutlemonde, F., Renaud, J.-C., Lauvin, L., Behloul, M., Simon, A. and Vildare, S. (2007). “Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons.” 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FRAMCOS-6), Catania, Italy, pp. 17-22. Toutlemonde, F., Renaud, J.-C., Lauvin, L., Behloul, M., Simon, A. and Vildare, S. (2007). “Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons.” 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FRAMCOS-6), Catania, Italy, pp. 17-22.