참고문헌
- 곽효경, 손제국(2001) FCM공법으로 시공되는 교량의 설계모멘트 결정, 대한토목학회논문집, 대한토목학회, 제21권 제4-A호, pp. 435-444
- 곽효경, 손제국(2002) FCM공법으로 시공되는 교량의 켄틸레버 텐던의 모멘트, 대한토목학회논문집, 대한토목학회, 제22권 제 3-A호, pp. 641-652
- 김민경, 이차돈(1999) 부착파 비부착된 프리스트레스트 콘크리트 보의 휩 모델 한국콘크리트학회 가을 학술발표회 논문집, 제 11 권 2호, pp. 467-470
- 김태훈, 이상국, 신현목(2002) 텐던요소를 이용한 프리스트레스트 콘크리트 구조물의 비선형 해석, 대한토목학회논문집, 대한토목학회, 제22권 제I-A호, pp. 151-158
- 박용결, 박영훈, 이승용(2000) 외부 후 긴장공법을 이용한 강합 성보의 보강에 관한 연구, 한국강구조학회논문집, 한국강구조학회, 제 12권 제5호, pp. 549-558
- 오병환, 유성원(1999) 외부 비부착강선을 가진 PSC 교량의 휨거동 해석기법 및 해석 프로그램 개발, 대한토목학회논문집, 대한토목학회, 제19권 제1-5호, pp. 761-771
- 오병환, 유성원, 조윤구, 서정인(2003) '강선 형상과 편향부 수에 따른 외부 강선을 가진 PSC보의 휨거동 실험', 대한토목학회논문집, 대한토목학회, 제23권 제4-A호, pp. 795-804
- 최창근(2002) 유한요소법, 테크노 프레스
- 한국건설기술연구원(1996) 교량 현황 조서, 건설교통부
- 한국건설기술연구원(2003) 노후 교량의 성능향상 기술 개발, 건설 교통부
- 한만엽, 유형석 그리고 박선규(1999) '외부강선과 유리섬유 보강 공법을 병용한 PSC 거더의 보강공법 개발 연구', 대한토목 학회논문집, 대한토목학회, 제 19권, pp. 387-395
- AASHTO (2004) AASHTO LRFD Bridge Design Specification, 3rd Edition, American Association of State Highway and Transportation Officials
- ACI Committee 209 (1997) Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structures (ACI 209R-92), American Concrete Institute
- ACI Committee 318 (2002) Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02), American Concrete Institute
- Alkhairi, F.M. and Naaman, A.E. (1993) Analysis of beams prestressed with unbonded internal or external tendons, Journal of Structural Engineering, Vol. 119, No.9, pp. 2680-2700 https://doi.org/10.1061/(ASCE)0733-9445(1993)119:9(2680)
- Allouche, E.N., Campbell, T.I., Green, M.F., and soudki, K.A. (1999) Tendon stress in continuous unbonded prestressed concrete members, PCI Journal, Vol. 33, No.1, pp. 60-71
- Aparicio, A.C., Ramos, G., and Casas, J.R. (2002) 'Testing of externally prestressed concrete beams', Engineering Structures, Vol. 23, pp. 73-84
- Ariyawardena, N. and Ghali, A. (2002) 'Prestressing with un bonded internal of external tendons: analysis and computer model', Journal of Structural Engineering, Vol. 128, No. 12, pp. 1493-1501 https://doi.org/10.1061/(ASCE)0733-9445(2002)128:12(1493)
- ASCE (1982) State-of Art Report on Finite Element Analysis of Reinforced Concrete, New York, USA
- Cairns, J. and Rafeeqi, S.F.A. (2002) Analysis of reinforced concrete beams strengthened by external unbonded bars, Magazine of Concrete Research, Vol. 54, No.2, pp. 141-153 https://doi.org/10.1680/macr.54.2.141.40897
- Harajli, M., Khairallah, N., and Nassif, H. (1999) externally prestressed members: evaluation of second-order effects, Journal of Structural Engineering, Vol. 125, No. 10, pp. 1151-1161 https://doi.org/10.1061/(ASCE)0733-9445(1999)125:10(1151)
- Kang, Y.J. (1989) SPCFRAME-Computer Program for Nonlinear Segmental Analysis of Planar Prestressed Concrete Frames, Report No. UCB/SEMM 89107, UNIV. of California, Berkeley
- Ketchum, M.A. (1986) Redistribution of Stresses in Segmentally Erected Prestressed Concrete Bridges, UCB-SESM Report No. 86-07, UNIV. of California, Berkeley
- Kwak, H.G. and Kim, D.Y. (2001) Nonlinear analysis of RC shear walls considering tension-effect, Vol. 79, No.5, pp. 499-517
- Kwak, H.G. and Kim, S.P. (2001) Nonlinear analysis of RC beam subject to cyclic loading, journal of structural engineering, Vol. 127, No. 12, pp. 1436-1444 https://doi.org/10.1061/(ASCE)0733-9445(2001)127:12(1436)
- Kwak, H.G. and Seo, Y.J. (1999) Long-term behavior of composite girder bridges, Computers and Structures 74, pp. 583-599 https://doi.org/10.1016/S0045-7949(99)00064-4
- Kwak, H.G. and Seo, Y.J. (2002) Numerical analysis of time-de pendent behavior of pre-cast pre-stressed concrete girder bridges, Construction and Building Materials, Vol. 16, pp. 49-63 https://doi.org/10.1016/S0950-0618(01)00027-7
- Magura, D.D., Sozen, M.A., and Siess, C.P. (1964) A study of stress relaxation in prestressing reinforcement, Journal of PCI, Vol. 9, No.2. pp. 13-57 https://doi.org/10.15554/pcij.04011964.13.57
- Rao, P.S. (1996) Behavior of external PS concrete beams with multiple deviators, ACI Structural Journal, Vol. 93, No.4, 1996
- Tan, K.H. and Ng, C.K. (1997) Effects of deviators and tendon configuration on behavior of externally prestressed beams, ACI Structural Journal, Vol. 94, No. 1, pp. 13-22
- Tavakkolizadeh, M. and Saadatmanesh, H. (2003), Strengthening of steel-concrete composite girders using carbon fiber reinforced polymers sheets, Journal of Structural Engineering, Vol. 129, No.1, pp. 30-40 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:1(30)
- Virlogeux, M.P. (1988) Nonlinear analysis of external prestressed structures, FIP, pp. 318-340
- Virlogeux, M.P. (1991) External Prestressing, ACI SP-120
- Wu, X.H. and Lu, X. (2003) Tendon model for nonlinear analysis of externally prestressed concrete structures, Journal of Structural Engineering, Vol. 129, No.1, pp. 96-104 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:1(96)
- Wu, X.H., Otani, S., and Shiohara, H. (2001) Tendon model for nonlinear analysis of prestressed concrete structures, Journal of Structural Engineering, Vol. 127, No.4, pp. 398-405 https://doi.org/10.1061/(ASCE)0733-9445(2001)127:4(398)