1 |
Concrete Committee (2008). "Recommendations for design and construction of high performance fiber reinforced cement composites with multiple fine cracks (HPFRCC)." Japan Society of Civil Engineers.
|
2 |
Concrete Structural Design Specification and Commentary (2012). Korea Concrete Institute (in Korean).
|
3 |
British-Adopted European Standard (2004), BS EN 1992-1-1.
|
4 |
Graybeal, B. A. (2010). "Behavior of field-cast ultra-high performance concrete bridge deck connections under cyclic and static structural loading." FHWA publication, FHWA-HRT-11-023, November.
|
5 |
Graybeal, B. and Tanesi, J. (2007). "Durability of an ultrahighperformance concrete." Journal of Materials in Civil Engineering, ASCE, Vol. 19, No. 10, pp. 848-854.
DOI
|
6 |
Jeon, H. T, Kang, S. Y. and You, S. K. (2012). "Asymmetric prestressed girders prefabricated method (APP Girder)." Magazine of the Korea Concrete Institute, Vol. 24, No. 6, pp. 48-52 (in Korean).
DOI
|
7 |
Jungwirth, J. and Muttoni, A. (2004). "Structural behavior of tension members in ultra high performance concrete." International Symposium on Ultra High Performance Concrete, Kassel.
|
8 |
Kim, H. Y., Lee, S. Y. and Kang, C. K. (2010). "Introduction of PSC T-girder bridge for accelerated construction." Magazine of the Korea Society of Civil Engineering, Vol. 58, No. 10, pp. 73-78 (in Korean).
|
9 |
Kook, K. H., Shin, H. O., Kwahk, I. J. and Yoon, Y. S. (2010). "Bond characteristics of ultra-high-performance concrete." Journal of the Korea Concrete Institute, Vol. 22, No. 6, pp. 753-760 (in Korean).
DOI
|
10 |
Korean Highway Design Specification and Commentary (2008). Korea Society of Civil Engineering (in Korean).
|
11 |
Lee, J. K. and Lee, S. H. (2014). "Evaluation of flange-to-flange connection of precast concrete deck using UHPFRC." PCI 2014 Convention and National Bridge Conference (CD-Rom), Washington D.C.
|
12 |
Royce, M. (2014). "Implementing ultra-highperformance concrete for accelerated bridge construction in New York." PCI Journal, Vol. 59, No. 4, pp. 38-47.
DOI
|