1 |
Foster, S. J. and Gilbert, R. I., “Experimental Studies on High-Strength Concrete Deep Beams,” ACI Structural Journal, Vol. 95, No. 4, 1998, pp. 382-390.
|
2 |
김병헌, 윤영묵, “단순지지 RC 깊은 보 부정정 스트럿-타이 모델의 하중분배율- (I) 하중분배율의 제안,” 대한토목학회 논문집, 28권, 2A호, 2008, pp. 259-267.
과학기술학회마을
|
3 |
김병헌, 정찬핵, 윤영묵, “단순지지 RC 깊은 보 부정정스트럿-타이 모델의 하중분배율- (II) 적합성 평가,” 대한토목학회 논문집, 28권, 2A호, 2008, pp. 269-279.
과학기술학회마을
|
4 |
Rogowsky, D. M., MacGregor, J. G., and Ong, S. Y., “Tests of Reinforced Concrete Deep Beams,” ACI Structural Journal, Vol. 83, No. 4, 1986, pp. 614-623.
|
5 |
Ashour, A. F., “Tests of Reinforced Concrete Continuous Deep Beams,” ACI Structural Journal, Vol. 94, No. 1, 1997, pp. 3-12.
|
6 |
Pang, X. B. and Hsu, T. T. C., “Behavior of Reinforced Concrete Membrane Elements in Shear,” ACI Structural Journal, Vol. 92, No. 6, 1995, pp. 665-679.
|
7 |
Leonhardt, F., “Reducing the Shear Reinforcement in Reinforced Concrete Beams and Slabs,” Magazine of Concrete Research, Vol. 17, No. 53, 1965, pp. 187-198.
DOI
|
8 |
Park, R. and Paulay, T., Reinforced Concrete Structures, John Wiley & Sons, New York, USA, 1970, 769 pp.
|
9 |
김우, 정제평, 김대중, “휨과 전단이 작용하는 RC 부재의 해석을 위한 비-베르누이-적합 트러스 모델링 기법 연구(I),” 대한토목학회 논문집, 23권, 6호, 2003, pp. 1247-1256.
과학기술학회마을
|
10 |
김우, 정제평, 박대성, “휨과 전단이 작용하는 RC 부재의 해석을 위한 비-베르누이-적합 트러스 모델링 기법 연구(II),” 대한토목학회 논문집, 23권, 6호, 2003, pp. 1257~1266.
과학기술학회마을
|
11 |
Zsutty, T. C., “Shear Strenght Prediction for Separate Categories of Simple Beam Tests,” ACI Journal, Vol. 68, No. 2, 1971, pp. 138-143.
|
12 |
Okamura, H. and Higai, T, “Proposed Design Equation for Shear Strength of R.C. Beams without Web Reinforcement,” Proceeding of Japan Society of Civil Engineering, 1980, pp. 131-141.
|
13 |
Park, J. W. and Kuchma, D. A., “Strut-and-Tie Model Analysis for Strength Prediction of Deep Beams,” ACI Structural Journal, Vol. 104, No. 6, 2007, pp. 657-666.
|
14 |
Tjhin, T. N. and Kuchma, D. A., “Integrated Analysis and Design Tool for the Strut-and-Tie Model,” Engineering Structure, Vol. 29, No. 11, 2007, pp. 3042-3052.
DOI
ScienceOn
|
15 |
Ashour, F. and Yang, K. H., “Application of Plasticity Theory to Reinforced Concrete Deep Beams: A Review,” Magazine of Concrete Research, Vol. 60, No. 9, 2008, pp. 657-664.
DOI
ScienceOn
|
16 |
Canadian Standards Association, Design of Concrete Structures for Buildings, CAN3-A23.3-M84, Rexdale, Ontario, Canada, 1984, 281 pp.
|
17 |
Concrete Design Committee, The Design of Concrete (NZS 3101: Part I and II), New Zealand Standard, New Zealand, 1995.
|
18 |
British Standards Institution, Code of Practice for Design and Construction (BS8110 Part I), British Standard, UK, 1997, 120 pp.
|
19 |
The International Federation for Structural Concrete (fib), Structural Concrete; Textbook on Behavior, Design and Performance Updated Knowledge of the CEB/FIP Model Code 1999 Volume 3, The International Federation for Structural Concrete(fib), Lausanne, Switzerland, 1999, 292 pp.
|
20 |
American Association of State Highway and Transportation Officials, AASHTO LRFD Bridge Design Specifications, 4th Edition, Washington, DC, USA, 2007, pp. 5-1-5-264.
|
21 |
American Concrete Institute, Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary, Farmington Hills, Michigan, USA, 2008, 473 pp.
|
22 |
Alshegeir, A., Analysis and Design of Disturbed Regions with Strut-Tie Models, Ph.D Dissertation, School of Civil Engineering, Purdue University, West Lafayette, Indiana, USA, 1992. 273 pp.
|
23 |
ACI Subcommittee 445-1, Examples for the Design for Structural Concrete with Strut-and-Tie Models; SP-208, Reineck R. H. eds, American Concrete Institute, Michigan, USA, 2002, 242 pp.
|
24 |
Quintero-Febres, C. G., Parra-Montesinos, G., and Wight, J. K., “Strength of Struts in Deep Concrete Members Designed Using Strut-and-Tie Method,” ACI Structural Journal, Vol. 103, No. 4, 2006, pp. 577-586.
|
25 |
Niwa, J., Yamada, K., Yokozawa, K., and Okamura, M., “Revaluation of the Equation for Shear Strength of R.C.-Beams without Web Reinforcement,” Proceeding of Japan Society of Civil Engineering, 1986, pp. 1986-1988.
|
26 |
Eurocode 2, Design of Concrete Structures, Part I: General Rules and Rules for Buildings(DD ENV 1992-1-1), Commission of the European Communities, UK, 1992, 176 pp.
|
27 |
Bazant, Z. P., “Fracturing Truss Model: Size Effect in Shear Failure of Reinforced Concrete,” Journal of Engineering Mechanics, ASCE, Vol. 123, No. 12, 1997, pp. 1276-1288.
DOI
ScienceOn
|
28 |
American Concrete Institute, Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (ACI 318R-99), Farmington Hills, Michigan, USA, 1999, 391 pp.
|
29 |
Hwang, S. J., Lu, W. Y., and Lee, H. J., “Shear Strength Prediction for Deep Beams,” ACI Structural Journal, Vol. 97, No. 3, 2000, pp. 367-376.
|
30 |
MacGregor, J. G., Reinforced Concrete: Mechanics and Design, 3rd Edition, Prentice-Hall, New Jersey, USA, 1997, 938 pp.
|
31 |
Foster, S. J. and Malik, A. R., “Evaluation of Efficiency Factor Models Used in Strut-and-Tie Model,” Journal of Structural Engineering, ASCE, Vol. 128, No. 5, 2002, pp. 569-577.
DOI
ScienceOn
|
32 |
Hwang, S. J. and Lu, W. Y., “Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model,” Journal of Structural Engineering, ASCE, Vol. 128, No. 12, 2002, pp. 1519-1526.
DOI
ScienceOn
|
33 |
Matamoros, A. B. and Wong, K. H., “Design of Simply Supported Deep Beams Using Strut-and-Tie Models,” ACI Structural Journal, Vol. 100, No. 6, 2003, pp. 704-712.
|