References
- Design and Control of Concrete Mixtures, The Guide to Applications, Methods, and Materials, PCA (Portland Cement Association), 15th Edition, 444 pp.
- Wight, J. K. and MacGregor, J. G., Reinforced Concrete Mechanics and Design, 6th Edition, Pearson Education, Inc., 2012, 1157 pp.
- Leet, K. and Bernal, D., Reinforced Concrete Design, Third Edition, McGraw-Hill Companies, 1997, 546 pp.
- 한국콘크리트학회, 콘크리트구조설계기준 해설, 기문당, 2003, 405 pp.
- ACI Committee 318-95, Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95), An ACI Standard, American Concrete Institute, Farmington Hills, Michigan 48333-9094, 1995, 369 pp.
- Gergely, P. and Lutz, L., "Maximum Crack Width in Reinforced Concrete Flexural Members," Causes, Mechanism, and Control of Cracking In Concrete, SP-20, ACI, 1968, pp. 87-117.
- American Concrete Institute, Control of Cracking in Concrete Structures, ACI 224R-01, Reported by ACI Committee 224, 2001.
- Canadian Standards Association (CSA) 2007, Design of Concrete Structures, CAN/CSA-A23.3-04, A National Standard of Canada, Approved July 2007, 214 pp.
- 국토해양부 제정 콘크리트구조설계기준, 한국콘크리트학회, 2007, 327 pp.
- ACI 318-99, Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary, An ACI Standard, Reported by ACI Committee 318, American Concrete Institute, 1999, 391 pp.
- Frosch, R. J., "Another Look at Cracking and Crack Control in Reinforced Concrete," ACI Structural Journal, Vol. 99, No. 3, 1999, pp. 437-442.
- Broms, B. B., "Crack Width and Crack Spacing in Reinforced Concrete Members," ACI Journal, Proceeding, Vol. 62, No. 10, 1965, pp. 1237-1255.
- Clark, A. P., "Cracking in Reinforced Concrete Flexural Members," ACI Journal, Proceedings, Vol. 27, No. 8, 1956, pp. 851-862.
- Hognestad, E., "High-Strength Bars as Concrete Reinforcement- Part 2: Control of Flexural Cracking," Journal, PCA Research and Development Laboratories, Vol. 4, No. 1, 1962, pp. 46-63.
- Kaar, P. H. and Hognestad, E., "High-Strength Bars as Concrete Reinforcement-Part 7: Control of Cracking in T-Beam Flanges," Journal, PCA Research and Development Laboratories, Vol. 7, No. 1, 1965, pp. 42-53.
- Kaar, P. H. and Mattock, A. H., "High-Strength Bars as Concrete Reinforcement-Part 4: Control of Cracking in TBeam Flanges," Journal, PCA Research and Development Laboratories, Vol. 5, No. 1, 1963, pp. 15-38.
- Gergely, P., "Role of Cover and Bar Spacing in Reinforced Concrete," Significant Developments in Engineering Practise and Research: A Tribute to Chester P. Siess, SP-75, American Concrete Institute, Farmington Hills, Mich., 1981, pp. 133-147.
- Darwin, D. et al., "Debate: Crack Width, Cover, and Corrosion," Concrete International, Vol. 8, No. 5, 1985, pp. 20-35.
- Oesterle, R. G., "The Role of Concrete Cover in Crack Control Criteria and Corrosion Protection," PCA R&D Serial No. 2054, Portland Cement Association, 1997.
- MacGregor, J. G. and Wight, J. K., Reinforced Concrete Mechanics and Design, 4th Edition in SI Units, Pearson Prentice Hall, Inc., 2005, 1132 pp.
- ACI Committee 318-05, Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05), An ACI Standard, American Concrete Institute, Farmington Hills, Michigan 48333-9094, 2005, 430 pp.
- KS D 3504:2011 철근콘크리트용 봉강, 지식경제부 제정, 2011, 30 pp.
- 한국콘크리트학회, 콘크리트구조설계기준 해설, 기문당, 2008, 523 pp.
- 이재훈, 홍건호, "2007년도 개정 콘크리트구조설계기준: 휨과 압축 및 균열제어," 콘크리트학회지, 19권, 4호, 2007, pp. 25-31.
- 이재훈, 김진근, "콘크리트구조설계기준(2007)에 따른 균열제어," 콘크리트 학회지, 20권, 6호, 2008, pp. 58-69.
- 민창식, 보-슬래브 바닥판 종합설계, 구미서관, 2011, 285 pp.
- Nawy, E. G., "Proposed Revisions to Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95)," Discussion on Section 10.6.4, Concrete International, 1999, pp. 318-10-318-12.
- Munshi, J., "Proposed Revisions to Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95)," Discussion on Section 10.6.4, Concrete International, 1999, pp. 318-20-318-21.
- Committee Closure, "Proposed Revisions to Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95)," Discussion on Section 10.6.4, Concrete International, 1999, pp. 318-37-318-38.
- Standard Specifications for Highway Bridges, 17th, Published by the American Association of State Highway and Transportation(AASHTO), 2002, 797 pp.
- 민창식, 철근콘크리트공학, 구미서관, 2판 4쇄, 2011, 1017 pp.
- 국토해양부 제정 도로교설계기준, 한국도로교통협회, 2010, 602 pp.
Cited by
- Maximum Bar Spacing for the Control of Cracking without Direct Calculation in Reinforced Concrete Beams vol.18, pp.6, 2018, https://doi.org/10.9798/KOSHAM.2018.18.6.235