참고문헌
- 건설교통부(2000) 도로교 설계기준, 한국도로교통협회
- 김태영(2003) 박스거더 격벽부의 3차원 스트럿-타이 모델 해석, 석사학위논문, 경북대학교
- 윤영묵, 최명석(2001) 포스트-텐션 부재의 정착부에 관한 AASHTO LRFD 설계기준의 평가, 대한토목학회논문집, 대한토목학회, 제21권 제3호, pp. 317-330
- 박정웅(2003) 3차원 스트럿-타이 모델을 이용한 철근콘크리트 부재의 해석 및 설계, 박사학위논문, 경북대학교
- American Association of State Highway Transportation Officials (AASHTO) (1998) AASHTO LRFD Bridge Design Specifications, 2nd ed., Washington, D.C.
- American Concrete Institute (2002) Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02), American Concrete Institute, Farmington Hills, Michigan
- Robert, C. (1990) Behavior and design of the local zone of post-tensioned concrete member, M.S. Thesis, The University of Texas, Austin, Texas
- Burdet, O.L. (1990) Analysis and design of anchorage zones in post-tensioned concrete bridge, PhD dissertation, University of Texas, Austin, Texas
- Guyon, Y. (1953) Prestressed concrete, John Wiley and Sons Inc., New York
- Podolny, W. Jr. (1985) The cause of cracking in post-tensioned concrete box girder bridges and retrofit procedures, Journal of the Prestressed Concrete Institute, Vol. 30, pp. 82-139
- Sanders, D.H. (1990) Design and behavior of anchorage zones in post-tensioned concrete members, PhD dissertation, University of Texas, Austin, Texas
- Wium, D.J.W. and Buyukozturk, O. (1984) Problems in designing prestressed segmental concrete bridges, National Academy of Sciences, Transportation Research Record no.950, Second Bridge Engineering Conference, Vol. 2, pp. 68-75
- Wollmann, G.P. (1992) Anchorage zones in Post-Tensioned Concrete Structure, PhD dissertation, University of Texas, Austin, Texas
- Yun, Y.M. (1994) Design and analysis of 2-D structural concrete with strut-tie model, PhD dissertation, School of Civil Engineering, Purdue University, West Lafayette, Indiana, USA
- Yun, Y.M. and Ramirez, J.A. (1996) Strength of struts and nodes in strut-tie model, Journal of Structural Engineering, ASCE, Vol. 122, No. 1, pp. 20-29 https://doi.org/10.1061/(ASCE)0733-9445(1996)122:1(20)
- Yun, Y.M. (2000) Nonlinear strut-tie model approach for structural concrete, ACI Structural Journal, Vol. 97, No. 4, pp. 581-590
- Conti, E. and Poineau, D. (1995) Strengthening of an externally prestressed bridge, IABSE Symp., Vol. 73, No. 2, pp. 1503-1508
- Irshad, M. and Poston, R.W. (1993) Segmental aerial structure retrofit and load testing Struct. Engrg. Int., Vol. 2, pp. 108-112
- Woodward, R.J. (1983) Cracks in a concrete bridge, Concrete, Vol. 17, No. 7, 40-45
- Wollmann, G.P., Breen, J.E., and Kreger, M.E. (2000) Anchorage of External Tendons in End Diaphragms, Journal of Bridge Engineering, Vol. 5, No. 3, pp. 208-215 https://doi.org/10.1061/(ASCE)1084-0702(2000)5:3(208)
- Breen, J.E., Burdet, O.L., Roberts, C., Sanders, D.H., and Wollmann, G.P. (1991) Anchoreage Zone Reinforcement for Post-tensioned Concrete Girders, Research Report for NCHRP, The University of Texas, Austin, Texas
- Schlaich, J., Schaefer, K., and Jennewein, M. (1987) Towards a consistent design of structural concrete, Journal of the Prestressed Concrete Institute, Vol. 32, pp. 74-150
- Vecchio, F.J. and Collins, M.P. (1982) Response of Reinforced Concrete to In-Plane Shear and Normal Stresses, Report No. 82-03, Univ. of Toronto, Toronto, Canada
- Vecchio, F.J. and Collins, M.P. (1986) Modified compression field theory for reinforced concrete elements subjected to shear, ACI Journal, Proceedings, Vol. 83, No. 2, pp. 219-231
- Kwon, M.H. (2000) Three Dimensional Finite Element Analysis of Reinforced Concrete Members, Ph.D. Thesis, Dept. of Civil Engineering, University of Colorado, Boulder, Colorado, USA
- Darwin, D., and Pecknold, D.A. (1977) Nonlinear biaxial stress-strain law for concrete, Journal of Engineering Mechanics Division, ASCE, Vol. 103, No. 2, pp. 229-241
- Saenz, I.P. (1964) Discussion of equation for the stress-strain curve of concrete by desayi and krishman, Journal of ACI, Vol. 61, No. 3, pp. 1229-1235
- Rode, U. (1987) Framework Model for the Simulation of fracture behavior of concrete, IABSE Colloquium, pp. 221-227, Delft