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ACI Committee 408, 1979, "Suggested Development, Splice, Standard Hook Provisions for Deformed Bars in Tension (ACI 408R-79)," Concrete International, 1979, pp. 44-46.
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2 |
ACI Committee 408, 2003, Bond and Development of Straight Reinforcing Bars in Tension(ACI 408R-03), American Concrete Institute, 2003, pp. 771-782.
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3 |
이재훈 외, "콘크리트 구조물에 대한 고장력 철근의 적용성 연구," 최종보고서 KCI-R-10-001, 한국콘크리트학회, 2010, pp. 221-234.
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4 |
El-Hacha, R., El-Agroudy, H., and Rizkalla, S. H., "Bond Characteristics of High-Strength Steel Reinforcement," ACI Structural Journal, Vol. 103, No. 6, 2006, pp. 1-46.
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5 |
Seliem, H. M., Hosny, A., Rizkalla, S., Zia, P., Briggs, M., Miller, S., Darwin, D., Browning, J., Glass, G. M., Hoyt, K., Donnelly, K., and Jirsa, J. O., "Bond Characteristics of ASTM A1035 Steel Reinforcing Bars," ACI Structural Journal, Vol. 106, No. 4, 2009, pp. 530-539.
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6 |
Orangun, C. O., Jirsa, J. O., and Breen, J. E., "A Reevaulation of Test Data on Development Length and Splices," ACI Journal, March, 1977, pp. 114-122.
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7 |
Eurocode2, Design of Concrete Structures-General Rules and Rules for Buildings, British Standards, 2004, pp. 131-151.
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8 |
Jirsa, J. O., Lutz, L. A., and Gergely, P., "Rationale for Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Tension," Concrete International, July, 1979, pp. 47-61.
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9 |
한국콘크리트학회, 콘크리트구조설계기준 해설, 기문당, 2008, 523 pp.
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10 |
ACI 318-08, Building Code Requirements for Structural Concrete and Commentary, ACI Committee 318, American Concrete Institute, 2008, 473 pp.
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