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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2017-08 (Vol.29 No.4)
  4. 10.4334/JKCI.2017.29.4.335
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1 
Russell, H. G., Miller, R. A., Ozyildirim, H. C., and Tadros, M. K., Compilation and Evaluation of Results from High-Per-formance Concrete Bridge Projects, Volume I: Final Report, Report No. FHWA-HRT-05-056, Federal Highway Administ-ration, Georgetown Pike, McLean, 2006, pp. F27-F31.Google Search
2 
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
3 
Kaminska, M. E., “High-Strength Concrete and Steel Inter-action in RC Members”, Cement and Concrete Composites, Vol. 24, No. 2, 2002, pp. 281-295.DOI
4 
Lambott, H. and Taerwe, L. R., “Deflection and Cracking of High-Strength Concrete Beams and Slabs”, High-Strength Concrete, Second International Symosium(SP 121), American Concrete Institute, Vol. 121, 1990, pp. 109-128.Google Search
5 
Mast, R. F., Dawood, M., Rizkalla, S. H., and Zia, P., “Flexural Strength Design of Concrete Beams Reinforced with High-Strength Steel Bars”, ACI Structural Journal, Vol. 105, No. 5, 2013, pp. 570-577.Google Search
6 
Moon, D. Y., “Flexural Behavior of Concrete Beams Reinforced with High-Strength Steel Bars”, Journal of the Korean Society of Hazard Mitigation, Vol. 13, No. 6, pp. 107-113.Google Search
7 
Wang, I. S. and Lee, S. H., “An Application of 800kgf/cm2 High Strength Concrete on High Rise Building”, Journal of Korea Concrete Institute, Vol. 15, No. 3, 2003, pp. 87-92.Google Search
8 
Cho, H. W., Bang, J. W., Han, B. C., and Kim, Y. Y., “Flexural Experiments on Reinforced Concrete Beams Strengthened with ECC and High-Strength Rebar”, Journal of Korea Concrete Institute, Vol. 23, No. 4, 2011, pp. 503-509.DOI
9 
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
10 
Wu, Z., “Behavior of High-Strength Concrete Members Under Pure Flexure and Axial-Flexural Loading”, PhD Thesis, Dissertation of Civil, Construction, and Environmental Engi-neering, North Carolina State University, Releigh, North Carolina, 2006.Google Search
11 
Hong, G. H., “Flexural Performance Evaluation of Reinforced Concrete Beams with High-Strength Concrete and Reinforcing Bars”, Journal of Architectural Institute of Korea, Vol. 27, No. 6, 2011, pp. 49-56.Google Search
12 
Jang, S. J., Kang, S. W., and Yun, H. D., “Cracking Behavior and Flexural Performance of RC Beam with Strain Hardening Cement Composite and High-Strength Reinforcing Bar”, Journal of Korea Concrete Institute, Vol. 27, No. 1, 2015, pp. 37-44.DOI
13 
Kang, S. H., “An Experimental Study on the Flexural Behavior of High Strength Concrete Members with High Tension Bar”, Journal of Korean Society of Civil Engineers, Vol. 15, No. 1, 1995, pp. 107-117.Google Search
14 
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.Google Search
15 
Yang, I. H., Hwang, C. S., Kim, K. C., and Joh, C. B., “An Experimental Study on Structural Behavior of High-strength Concrete Members with Compressive Strength of 80 MPa Subjected to Flexure”, Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 21, No. 4, 2017, pp. 1-12.Google Search
16 
Korea Concrete Institute, Concrete Structure Design Code and Commentary, Kimoondang, Seoul, 2012, pp. 96-103.Google Search
17 
ACI Committee 318, Building Code Requirments for Structural Concrete (ACI 318-14) and Commentary, American Concrete Institute, Farmington Hills, 2014.Google Search
18 
AASHTO LRFD Bridge Design Specification, American Association of State Highway and Transportations Officials, 3rd edition, Washigton, D. C, 2004.Google Search
19 
ACI Committee 363, Report on High-Strength Concrete, Report No. ACI 363R-10, 2010.Google Search
20 
CEN, Eurocode 2 : Design for Standardization, Report No. EN 1992-1-1, 2004.Google Search
21 
Ministry of Land, Infrastructure and Transport (MOLIT), Korea Bridge Design Specifications - Limit State Design, Ministry of Land, Infrastructure and Transport, 2012.Google Search
22 
Lee, J. H., Lim, K. S., and Hwang, D. K., “Compressive Stress Distribution of Concrete for Performance-Based Design Code”, Journal of the Korea Concrete Institute, Vol. 23, No. 3, 2011, pp. 365-376.DOI