1 |
American Concrete Institute (ACI) (2008), Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary, Farmington Hills, Detroit, USA. 473pp.
|
2 |
Arslan, G., and Cihanli, E. (2010), "Curvature Ductility Prediction of Reinforced High-Strength Concrete Beam Sections", Journal of Civil Engineering and Management, Vol. 16, No. 4, pp. 462-470.
DOI
|
3 |
Attard, M.M., and Setunge, S. (1996), "The Stress-Strain Relationship of Confined and Unconfined Concrete", ACI Materials Journal, ACI. Vol. 93, No. 5, pp. 432-444.
|
4 |
Bai, Z.Z., and Au, F.T.K. (2011), "Flexural Ductility Design of High-Strength Concrete Beams", The Structural Design of Tall Special Buildings, http://dx.doi.org/10.1002/tal.714.
DOI
ScienceOn
|
5 |
European Committee for Standardization (EC2) (2004), Eurocode 2 : Design of Concrete Structures, Part1-1 : General Rules and Rules for buildings(EN 1992-1-1:2004), Brussels, 227pp.
|
6 |
Ho, J.C.M., Kwan, A.K.H., and Pam, H.J. (2003), "Theoretical Analysis of Post-Peak Behavior of Normal and High Strength Concrete Beams", The Structural Design of Tall Special Buildings, pp.109-125, http://dx.doi.org /10.1002/tal.216.
DOI
ScienceOn
|
7 |
Hong, G.-H. (2011), "Flexural Performance Evaluation of Reinforced Concrete Beams with High-Strength Concrete and Reinforcing Bars", Journal of Architectural Institute of Korea, Architectural Institute of Korea, Vol. 27, No. 6, pp. 49-56 (in Korean).
과학기술학회마을
|
8 |
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, Korea Concrete Institute, Vol. 2, No. 2, pp. 115-122.
과학기술학회마을
DOI
ScienceOn
|
9 |
Korea Concrete Institute (KCI) (2008), Design standard for concrete structures and commentary, Kimoondang, 523pp. (in Korean).
|
10 |
Pam, H.J., Kwan, A.K.H., and Islam, M.S. (2001a), "Flexural Strength and Ductility of Reinforced Normal-and High-Strength Concrete Beams", Proceedings of the ICE-Structures and Buildings, Vol. 146, No. 4, pp. 381-389.
DOI
ScienceOn
|
11 |
Pam, H.J., Kwan, A.K.H., and Ho, J.C.M. (2001b), "Post-Peak Behavior and Flexural Ductility of Doubly Reinforced High- Strength Concrete Beams", Structural Engineering and Mechanics, Vol. 12, No. 5, pp. 459-74.
DOI
ScienceOn
|
12 |
Park, R., and Paulay, T. (1975), Reinforced Concrete Structures. Wiely, New York, 769pp.
|
13 |
Pendyala, R., Mendis, P., and Patnaikuni, I. (1996), "Full-Range Behavior of High-Strength Concrete Members: Comparison of Ductility Parameters of High and Normal-Strength Concrete Members", ACI Structural Journal, ACI. Vol. 93, No. 1, pp. 30-35.
|
14 |
Rashid, M.A., and Mansur, M.A. (2005), "Reinforced High-Strength Concrete Beams in Flexure", ACI Structural Journal, ACI, Vol. 102, No. 3, pp. 462-471.
|