References
- 박문호, 조창근, 이성국(2002) 시간의존효과와 시공단계 해석모델에 의한 PSC 세그먼트 연속 박스거더의 최적설계, 대한토목학회논문집, 제22권, 제6-A호, pp. 1411-1420
- Abbas, S., Scordelis, A.C. (1990) Nonlinear Analysis of Segmentally Erected Reinforced and Prestressed Concrete Cable-Stayed Bridges, UCB/SEMM-90/24, Univ. of California, Berkeley
- ACI Committee 209 (1992) Prediction of Creep, Shrinkage, and Temperature Effect in Concrete Structures (ACI 209R-92), American Concrete Institute
- Brason, D.E. (1977) Deformation of Concrete Structures, New York, McGraw-Hill
- Cruz, P.J.S., Mari, A.R. and Roca, P. (1998) Nonlinear time-dependent analysis of segmentally constructed structures. Journal of Structural Engineering, Vol. 124, No. 3, pp.278-287 https://doi.org/10.1061/(ASCE)0733-9445(1998)124:3(278)
- Danon, J.R. and Gamble, W.L.(1977) Time-Dependent Deformations and Losses in Concrete Bridges Built by the Cantilever Method, Structural Research Series No. 437, Civil Engineering Studies, University of Illinois
- Ernst, H.J. (1965) Der E-Modul von Seilon unten Brucksichtigung des Durchhangers, Der Bauingenieur 40, n.2, pp. 52-55
- Hegab, H.I.A. (1986) Energy analysis of cable-stayed bridges. Journal of Structural Engineering, Vol. 112, No.5 pp. 1182-1195 https://doi.org/10.1061/(ASCE)0733-9445(1986)112:5(1182)
- Hoshino, M. and Saeki, S. (1981) Redistribution of internal actions due to Shrinkage and Creep of Cable-Stayed Bridges, Transactions of Japan Society of Civil Engineering, V12. pp. 254-257
- Kabir, A.F. (1976) Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects??, Structural Engineering and Structural Mechanics Report No. UC SESM 76-6, University of California, Berkeley
- Khalil, M.S. (1979) Time-dependent Non-linear Analysis of Prestressed Concrete Cable-Stayed Girders and other Concrete Structures, PhD dissertation, University of Calgary, Calgary, Canada
- Khalil, M.S., Dilger, W.H., and Ghali, A. (1983) Time-Dependent Analysis of PC Cable-Stayed Bridges, Journal of Structural Engineering, Vol. 109. No. 8. pp. 1980-1996 https://doi.org/10.1061/(ASCE)0733-9445(1983)109:8(1980)
- Marshall. V., and Gamble, W.L (1981) Time-Dependent Deformations in Segmental Prestressed Concrete Bridges, Structural Research Series No. 495, Civil Engineering Studies, University of Illinois, Urbana
- Massionssian. V., and Gamble, W.L. (1972) Time-Dependent Behavior of Noncomposite and Composite Prestressed Concrete Structures under Field and Laboratory Conditions, Structural Research Series No. 385, Civil Engineering Studies, University of Illinois, Urbana
- Mathivat, J. (1983) The Cantilever Construction of Prestressed Concrete Bridges, Translated from French by C.J. Emberson, John Wiley and Sons
- Millanes, J.F., and Calzon, J.M. (1989) Automatic evolutive analysis of complex composite bridges and systems, Journal of Structural Engineering, Vol. 115. No. 10. pp. 2548-2565 https://doi.org/10.1061/(ASCE)0733-9445(1989)115:10(2548)
- Podolony, W., Jr. (1971) Static Analysis of Cable-Stayed Bridges, PhD dissertation, University of Pittsburgh, Pittsburgh, PA
- Podolony, W., Jr. and Scalzi, J.B. (1986) Construction and Design of Cable-Stayed Bridges, 2nd Edition, John Wiely and Sons
- Troitsky, M.S. (1988) Cable-Stayed Bridges, An Approach th Medern Bridges Design. 2nd Edition, Van Nostrand Reinhold Company, New York
- Van Zyl, S.F. and Scordelis, A.C. (1979) Analysis of curved prestressed segmental bridges. J. of Structural Division, ASCE, 10S(ST11), pp. 2399-2417