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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  3. 2013-06 (Vol.25 No.3)
  4. 10.4334/JKCI.2013.25.3.283
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1 
1. European Committee for Standardization, Eurocode 2, Design of Concrete Structures, Part1-1, General Rules and Rules for Buildings (EN 1992-1-1:2004), European Committee for Standardization, Brussels, 2004, 227 pp.Google Search
2 
2. Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2012, 599 pp.Google Search
3 
3. ACI Committee 318, Building Code Requirements for Structural Concrete (ACI318-08), American Concrete Institute, Farmington Hills, Detroit, 2008. 473 pp.Google Search
4 
4. Shin, S. W., Ghosh, S. K., and Moreno, J. “Flexural Ductility of Ultra-High-Strength Concrete Members,” ACI Structural Journal, Vol. 86, No. 4, 1989, pp. 394-400.Google Search
5 
5. Lee, J. H., “Analytical Study on Ductility Index of Reinforced Concrete Flexural Members,” KSCE, Journal of The Korean Society of Civil Engineers, Vol. 14, No. 3, 1994, pp. 391-402 (in Korean).Google Search
6 
6. Jang, I. Y., Park, H. G., Kim, S. S., Kim, J. H., and Kim, Y. G., “On the Ductility of High-Strength Concrete Beams,” International Journal of Concrete Structures and Materials, Vol. 2, No. 2, 2008, pp. 115-122.DOI
7 
7. Pam, H. J., Kwan, A. K. H., and Islam, M. S., “Flexural Strength and Ductility of Reinforced Normal-and High- Strength Concrete Beams,” Proceedings of the ICE-Structures and Buildings, Vol. 146, No. 4, 2001, pp. 381-389.DOI
8 
8. Ho, J. C. M., Kwan, A. K. H., and Pam, H. J., “Theoretical Analysis of Post-Peak Behavior of Normal and High Strength Concrete Beams,” The Structural Design of Tall Special Buildings, 2003, pp. 109-125.DOI
9 
9. Bai, Z. Z. and Au, F. T. K., “Flexural Ductility Design of High-Strength Concrete Beams,” The Structural Design of Tall Special Buildings, 2011, pp. 521-542.DOI
10 
10. Au, F. T. K., Leung, C. C. Y., and Kwan, A. K. H., “Flexural Ductility and Deformability of Reinforced and Prestressed Concrete Sections,” Computers and Concrete, Vol. 8, No. 4, 2011, pp. 473-489.DOI
11 
11. Arslan, G. and Cihanli, E., “Curvature Ductility Prediction of Reinforced High-Strength Concrete Beam Sections,” Journal of Civil Engineering and Management, Vol. 16, No. 4, 2010, pp. 462-470.DOI
12 
12. Hong, G. H., “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, 2011, pp. 49-56 (in Korean).Google Search
13 
13. Ashour, S. A., “Effect of Compressive Strength and Tensile Reinforcement Ratio on Flexural Behavior of High-Strength Concrete Beams,” Engineering Structures, Vol. 22, No. 5, 2000, pp. 413-423.DOI
14 
14. Attard, M. M. and Setunge, S., “The Stress-Strain Relationship of Confined and Unconfined Concrete,” ACI Materials Journal, Vol. 93, No. 5, 1996, pp. 432-444.Google Search
15 
15. Wee, T. H., Chin, M. S., and Mansur, M. A., “Stress-Strain Relationship of High-Strength Concrete in Compression,” ASCE, Journal of Materials in Civil Engineering, Vol. 8, No. 2, 1996, pp. 70-76.DOI
16 
16. Razvi, S. and Saatcioglu, M., “Confined Model for High Strength Concrete,” ASCE, Journal of Structural Engineering, Vol. 125, No. 3, 1999, pp. 281-289.DOI
17 
17. Park, R. and Paulay, T., Reinforced Concrete Structures, Wiely, New York, 1975, 769 pp.DOI
18 
18. Pendyala, R., Mendis, P., and Patnaikuni, I., “Full-Range Behavior of High-Strength Concrete Members: Comparison of Ductility Parameters of High and Normal-Strength Concrete Members,” ACI Structural Journal, Vol. 93, No. 1, 1996. pp. 30-35.Google Search
19 
19. Rashid, M. A. and Mansur, M. A., “Reinforced High- Strength Concrete Beams in Flexure,” ACI Structural Journal, Vol. 102, No. 3, 2005, pp. 462-471.Google Search