1 |
Furche, J. and Eligehausen, R., “Lateral Blow-Out Failure of Headed Studs Near a Free Edge,” Anchors in Concrete-Design and Behavior, SP-130, American Concrete Institute, Farmington Hills, MI, USA, 1991, pp. 235-252
|
2 |
ACI Committee 349, “Commentary on Code Requirement for Nuclear Safety-Related Concrete Structures (ACI 349-97),” American Concrete Institute, Farmington Hills, MI, USA, 1997, 33 pp.
|
3 |
Azizinamini, A., Chisala, M., and Ghosh, S. K., “Tension Development Length of Reinforcing Bars Embedded in High Strength Concrete,” Engineering Structures, Vol. 17, No. 7, 1995, pp. 512-522
DOI
ScienceOn
|
4 |
Cairns, J., “Strength of Compression Splices: A Reevaluation of Test Data,” ACI Journal, Vol. 82, No. 4, 1985, pp. 510-516
|
5 |
한국콘크리트학회, 콘크리트구조설계기준 해설, 한국콘크리트학회, 2008, 523 pp.
|
6 |
Arthur, P. D. and Cairns, J., “Compression Laps of Reinforcement in Concrete Colulmns,” The Structural Engineer, Vol. 56, No. 13, 1978, pp. 9-12, 19
|
7 |
ACI Committee 408, “Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03),” American Concrete Institute, Farmington Hills, MI., USA, 2003, 49 pp.
|
8 |
Darwin, D., “Concrete Q&A-Splice Length Anomaly,”Concrete International, Vol. 27, No. 10, Oct. 2005, 96 pp.
|
9 |
천성철, 이성호, 오보환, “횡보강근 없는 40, 60 MPa 콘크리트에서 철근 압축이음의 거동과 강도,” 콘크리트학회 논문집, 21권, 3호, 2009, pp. 291-302
과학기술학회마을
DOI
ScienceOn
|
10 |
Cairns, J. and Arthur, P. D., “Strength of Lapped Splices in Reinforced Concrete Columns,” ACI Journal, Proceedings, Vol. 76, No. 2, 1979, pp. 277-296
|
11 |
ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,” American Concrete Institute, Farmington Hills, Mich., USA, 2008, 465 pp.
|
12 |
Orangun, C. O., Jirsa, J. O., and Breen, J. E., “A Reevaluation of Test Data on Developoment Length and Splices,”ACI Journal, Proceedings, Vol. 74, No. 3, 1977, pp. 114-122
|
13 |
CSA A23.3-04, “Design of Concrete Structures,” Canadian Standard Associate,” Ontario, Canada, 2004, 214 pp.
|
14 |
NZS 3101:2006, “Concrete Structures Standard,” New Zealand Standard, Wellington, New Zealand, 2006
|
15 |
Comite Euro-International du Beton, “CEB-FIP Model Code,”London, Thomas Telford, 1990, 437 pp.
|
16 |
Canbay, E. and Frosch, R. J., “Bond Strength of Lap-Spliced Bars,” ACI Structural Journal, Vol. 102, No. 4, 2005, pp. 605-614
|
17 |
Pfister, J. F. and Mattock, A. H., “High Strength Bars as Concrete Reinforcement, Part 5: Lapped Splices in Concentrically Loaded Columns,” Journal, PCA Research and Development Laboratories, Vol. 5, No. 2, 1963, pp. 27-40.
|
18 |
Leonhardt, F. and Teichen, K.-T., Compression Joints of Reinforcing Bars (Drucke-Stsse von Bewehrungsstben), Deutscher Ausschuss fr Stahlbeton, Berlin, 1972
|