References
- 나윤호, 배두병, 류형근 (2007) 프리스트레스트 합성거더의 장기거동에 관한 실험적 연구, 2007년도 정기학술발표대회논문집, 대한토목학회, pp.3814-3817. Na, Y., Bae, D., and Ryu, H.K. (2007) An Experimental Study on Long-Term Behavior of Prestressed Composite Girders, Proceedings of Annual KSCE Conference, KSCE, pp.3814-3817 (in Korean).
- Ghali, A. (2002) Concrete Structures: Stresses and Deformations: Analysis and Design for Serviceability, 3rd Edition, Spon Press, USA.
- 배두병, 오창국, 최석환 (2012) 재령보정 유효계수방법에 의한 프리스트레스트 합성거더의 장기거동 실험 검증, 한국강구조학회논문집, 한국강구조학회, 제24권, 제5호, pp. 571-582. Bae, D., Oh, C.K., and Choi, S.H. (2012) Experimental verification of age-adjusted effective modulus method to long-term behavior of prestressed composite girders, Journal of Korean Society of Steel Construction, KSSC, Vol. 24, No. 5, pp. 571-582 (in Korean). https://doi.org/10.7781/kjoss.2012.24.5.571
- CEB/FIP (1999) Structural Concrete, Textbook on Behaviour, Design and Performance. Updated Knowledge of the CEB/FIP Model Code 1990. International Federation for Structural Concrete (fib), Switzerland.
- Comite Euro-International Du Beton (1990) CEB/ FIP MODEL CODE, Thomas Telford, Switzerland.
- Amadio, C. and Fragiacomo, M. (1997) Simplified Approach to Evaluate Creep and Shrinkage Effects in Steel-Concrete Composite Beams, Journal of Structural Engineering, ASCE, Vol. 123, No. 9, pp.1153-1162. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:9(1153)
- Gilbert, R.I. (1989) Time-Dependent Analysis of Conposite Steel-Concrete Sections, Journal of Structural Engineering, ASCE, Vol. 115, No. 11, pp.2687-2705. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:11(2687)
- 한국도로교통협회 (2010) 도로교설계기준, 건설정보사. KRTA (2010) Design Specifications for Highway Bridges, Korea Road & Transportation Association (in Korean).
- 한국철도시설공단 (2011) 철도설계기준: 노반편, 건설정보사. KRNA (2011) Design Specifications for Railway: Roadbed, Korea Rail Network Authority (in Korean).
- Gilbert, R.I. (1988) Time Effects in Concrete Structures, Elsevier Science Ltd., U.S.A.
- Bazant, Z.P. and Baweja, S. (2000), Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures: Model B3, ACI Special Publication, Vol. 194, pp.1-84.
- 배두병, 정대준 (2004) 합성거더교의 등가 건조수축 변형률, 한국강구조학회 논문집, 한국강구조학회, 제16권, 제1호, pp.135-144. Bae, D. and Jung, D.J. (2004) Equivalent shrinkage strain for steel-concrete composite girder bridges, Journal of Korean Society of Steel Construction, KSSC, Vol. 16, No. 1, pp. 135-144 (in Korean).
- 배두병, 윤석구, 함상희 (2004) 콘크리트 건조수축에 의한 합성거더의 장기거동, 한국강구조학회 논문집, 한국강구조학회, 제16권, 제6호, pp.807-818. Bae, D., Youn, S.G., and Ham, S.H. (2004) Longterm behavior of steel-concrete composite girders due to concrete shrinkage, Journal of Korean Society of Steel Construction, KSSC, Vol. 16, No. 6, pp. 807-818 (in Korean).
- Trost, H. (1967) Auswirkungen des Superpositionsprinzips auf Kriech-und Relaxations-Probleme bei Beton und Spannbeton, Beton-und Stahlbetonbau, Vol. 62, No. 10, pp.230-238, No. 11, pp.261-269.
- Bazant, Z.P. (1972) Prediction of Concrete Creep Effects using Age-adjusted Effective Modulus Method, ACI Journal, Vol. 4, pp.212-217.
- CEN (2004) Eurocode 2: Design of concrete structures, Part 2: Concrete bridges-Design and detailing rules, BS EN 1992-1-1, European Committee for Standardization.