1 |
AASHTO LRFD Bridge Design Specification (2004), 3rd edition, American Association of State Highway and Transportations Officials, Washington, D.C.
|
2 |
ACI Committee 318 (2002), Building Code Requirements for Structural Concrete (ACI 318-02), American Concrete Institute, Farmington Hills, MI, USA, 318.
|
3 |
Comite Euro-Internationale du Beton (1978), CEB-FIP Model Code-Design Code; Comite Euro-International du Beton, CEB Bulletin d' Information, Thomas Telford, London, UK, 124-125.
|
4 |
Federal highway administration (FHA) (2006), Material property characterization of ultra-high performance concrete 1st ed., Washington D.C: , pp.23-49.
|
5 |
Hong, G. H. (2011), Flexural Performance Evaluation of Reinforced Concrete Beams with High-Stregnth Concrete and Reinforcing Bars, Journal of Architectural Institute of Korea, Architectural Institute of Korea, 27(6), 49-56.
|
6 |
Jang, I. Y., Park, H. G., Kim, S. S., Kim, J. H., and Kim, Y. G. (2008), On the Ductility of High-Strength Concrete Beams, International Journal of Concrete Structures and Materials, 2(2), 115-122.
DOI
|
7 |
Korea Concrete Institute (2012), Design Code for Concrete Structurure. Gimundang, Seoul.
|
8 |
Mansur, A. A., Chin, M. S., and Wee, T. H. (1997), Flexural Behavior of High-Strength Concrete Beams, ACI Structural Journal, 94(6), 663-674.
|
9 |
Pam, H. J., Kwan, A. K. H., and Islam, M. S. (2001), Flexural Strength and Ductility of Reinforced Normal-and High-Strength Concrete Beams, Proceeding of the ICE-Structures and Buildings, 146(4), 381-389 (30-100).
|
10 |
Mun, J. S., Yang, K. H., Jeon, Y. S.,(2014), Maturity-Based Model for Concrete Compressive Strength with Different Supplementary Cementitious Materials, Journal of Korea Institute for Structural Maintenance and Inspection, 18(6), 082-089.
|
11 |
Rashid, M. A., and Mansur, M. A. (2005), Reinforced High-Strength Concrete Beams in Flexure, ACI Structural Journal, 102(3), 462-471.
|
12 |
Russell, H. G. (1997b), High-Performance Concrete-From Buildings to Bridges, Concrete International, 19(8), 62-63.
|
13 |
Russell, H. G., Voltz, J. S., and Bruce, R. N. (1997a), Optimized Sections for High-Strength Concrete Bridge Girders, Report No. FHWA-RD-95-180, FHWA, U.S. Department of Transportation, 156 pp.
|
14 |
Sarkar, S., Adwan, O., and Munday, J. G. L. (1997), High Strength Concrete: an Investigation of the Flexural Behavior of High Strength RC Beams, Structural Engineer, 75(7), 115-121.
|
15 |
Yang, K. H., Mun, J. S., Kim, D. G., Cho, M. S. (2016), Comparison of Strength-Maturity Models Accounting for Hydration Heat in Massive Walls, International Journal of Concrete Structures and Materials, 10(1), 47-60.
DOI
|
16 |
Wu, Z. (2006), Behavior of High-Strength Concrete Members Under Pure Flexure and Axial-Flexural Loadings, PhD Thesis, Dissertation of Civil, Construction, and Environmental Engineering, North Carolina State University, Raleigh, North Carolina.
|