참고문헌
- 김광수, 정광회, 심정욱, 유성원(2004(a)) PSC-강 혼합거더의 연결부 거동 해석, 한국콘크리트학회 봄학술대회논문집, 한국콘크리트학회, 제16권, 제1호(통권 제30호), pp. 766-769.
- 김광수, 정광회, 심정욱, 유성원(2004(b)) 프리스트레스트 콘크리트-강 혼합구조를 갖는 복합거더의 정적 휨 거동, 대한토목학회 정기학술대회 논문집, 대한토목학회, pp. 48-53.
- 김용희, 이갑중, 문태경(1997) 강-콘크리트 합성바닥판에 있어서 전단연결재 설계에 관한 기초적 연구, 대한토목학회 1997년도 학술발표회 논문집(1), 대한토목학회, pp. 153-156.
- 양석규(1998) Push-out Test에 의한 스터드와 고장력 볼트의 역학적 거동에 관한 연구, 석사학위논문, 경남대학교 대학원.
- 연세대학교 건설공학연구소(2004) 복합구조형식 교량의 접합부 거동분석 및 안전성 검토에 관한 연구.
- 이갑중(1997) 스터드를 사용한 합성 바닥판의 실험적 연구, 석사학위논문, 경남대학교 대학원.
- 정연주, 정광회, 김병석(2003) 강.콘크리트 경계면의 비선형성에 따른 합성구조체의 거동(I) -비선형 경계면 모델에 따른 매개변수 연구-, 한국강구조학회논문집, 한국강구조학회, 제15권 제5호(통권 66호), pp. 499-507.
- 정연주, 정광회, 김병석(2003) 강.콘크리트 경계면의 비선형성에 따른 합성구조체의 거동(I) -강.콘크리트 경계면의 거동 특성-, 한국강구조학회논문집, 한국강구조학회, 제15권 제5호(통권 66호), pp. 509-518.
- 정연주, 정광회, 구현본, 김병석(2004) 교량용 강.콘크리트 합성바닥판의 실험적 정적거동 특성, 대한토목학회논문집, 대한토목학회, 제24권, 제1A호, pp. 17-25.
- 한국건설기술연구원(2002) Development of Long-Life Deck System for Bridge (I), KICT 2002-049.
- 한국건설기술연구원(2003) Development of Long-Life Deck System for Bridge (II), KICT 2002-053.
- European Commitee for Standardization (2002) Eurocode 4-1: Design of Composite Steel and Concrete Structures. prEN-1994-1-1.
- Herrmann, L.R. (1978) Finite element analysis of contract problems. J. of the Engineerin Mechanics Division, Vol. 104, No. EM5, pp. 1043-1057.
- Jeong, Y.J, Kim, H.Y., and Kim, S.H. (2005) Partial-interaction analysis with push-out tests. Journal of Constructional Steel Research, Vol. 61, No. 9, pp. 1318-1331. https://doi.org/10.1016/j.jcsr.2005.01.010
- Jeong, Y.J, Kim, H.Y., Koo, K.B., and Kim, S.T. (2005) Steel-concrete interface behavior and analysis for push-out. KSCE Journal of Civil Engineering, Vol. 9, No. 2, pp. 119-124. https://doi.org/10.1007/BF02829065
- Jeong, Y.J. (2005) Partial-Interaction Behavior of Steel-Concrete Composite Bridge Deck., Ph.D. Thesis Dept. of Civil Eng., Yonsei University, Korea.
- Johnson, R.P. (1994) Composite Strictures of Steel and Concrete. Blackwell Scientific Publications, London.
- Kantona, M.G. (1983) A simple concrete-friction interface element with application to buried culverts. Int. J. for Numerical and Analytical Methods in Geomechanics, Vol. 7, pp. 371-384. https://doi.org/10.1002/nag.1610070308
- Kayyali, O.A. and Yeomans, S.R. (1995) Bond and slip of coated reinforcement in concrete. Constr. and Building. Mater., Vol. 9, No. 4, pp. 219-226. https://doi.org/10.1016/0950-0618(95)00024-A
- Kim, B., Wright, H.D., Cairns, R., and Bradford, M.A. (1999) The numerical simulation of shear connection. Prog. of the 16th Australasian Conf. on the Mechanics of Struct. and Mater., pp. 341-346.
- Konke, P. (1994). ANSYS Theory Reference-Release 5.5. ANSYS, Inc.
- Oehlers, D.J. (2001) Some new concepts in the assessment of composite steel and concrete vehicular bridge beams. Steel Structr., Vol. 1, pp. 133-139.
- Oehlers, D.J. and Bradford, M.A. (1999) Elementary Behavior of Composite Steel & Concrete Structural Members. Butterworth-Heinemann, Oxford.
- Oehlers, D.J. and Johnson, R.P. (1987) The Strength of stud shear connections in composite beams. The Structural Engineer, Vol. 65B, No. 2, pp. 44-48.
- Oehlers, D.J., Seracino, R., and Yeo, M.F. (2000) Fatigue behavior of composite steel & concrete beams with stud shear connections. Prog. Struct. Engng. Mater., pp. 187-195.
- Oven, V.A., Burgess, I.W., Plank, R.J., and Wali, A.A. (1997) An analytical model for the analysis of composite beams with partial interaction. Computers & Struct. Vol. 62, No. 3, pp. 493-504. https://doi.org/10.1016/S0045-7949(97)80001-2
- Seracino, R., Oehlers, D.J., and Yeo, M.F. (2002) Partial-interaction fatigue assessment of stud shear connectors in composite bridge beams. Structural Engineering and Mechanics, Vol. 13, No. 4, pp. 455-464. https://doi.org/10.12989/sem.2002.13.4.455
- Soh, C.K., Chiew, S.P., and Dong, Y.X. (1999) Damage model for concrete-steel interface. J. of Engineering Mechanics, ASCE, Vol. 125, No. 8, pp. 979-983. https://doi.org/10.1061/(ASCE)0733-9399(1999)125:8(979)
- Soh, C.K., Chiew, S.P., and Dong, Y.X. (2002) Concrete-steel bond behavior under repeated loading. Magazine of Concrete Research, Vol. 54, No. 1, pp. 35-46. https://doi.org/10.1680/macr.2002.54.1.35
- Veljkovic, M. (1993). Development of a New Sheeting Profile or Composite Floors. Research Report TULEA1993:47, Lulea University, Sweden.
- Veljkovic, M. (1995) Longitudinal shear capacity of composite slab. Proc. of Nordic Steel Construction Conference '95, Molmo, Sweden, pp. 547-554.
- Veljkovic, M. (1996). Behavior and Resistance of Composite Slabs. Ph.D. Thesis, Lulea University, Sweden.
- Veljkovic, M. (1998) Design of composite slab based on small scale tests. Proc. of Nordic Steel Construction Conference, Bergen, Norway, pp. 415-427.
- Veljkovic, M. (1998) Influence of load arrangement on composite slab-behavior and recommendations for design. J. of Constructional Steel Research, Vol. 45, No. 2, pp. 149-178. https://doi.org/10.1016/S0143-974X(97)00055-2
- Veljkovic, M. (2000) Behavior and design of shallow composite slab. Proc. of Composite Construction-, Alberta, Canada, pp. 12.
- Veljkovic, M. (2001) Behavior of Shear Studes under Repeated Load. Report 2001-02, Univ. of Lulea, Sweden.
- Veljkovic, M. and Johansson, B. (2001) Partial Interaction in Composite Slab-Final Report for BFR Project., No.2001:03, TU-Lulea, Sweden.
- Veljkovic, M. and Johansson, B. (2004) Residual static resistance of welded stud shear connectors. Prog. of Composite Construction in Steel and Concrete-V, South Africa, pp. 100-120.
- Wang, S.P. and Nakamachi, E. (1997) The inside-outside contact search algorithm for finite element analysis. Int. J. for Numerical Methods in Engineering, Vol. 40, pp. 3665-3685. https://doi.org/10.1002/(SICI)1097-0207(19971015)40:19<3665::AID-NME234>3.0.CO;2-K