References
- Abdel-Ghaffar, A.M. and Khalifa, M.A. (1991), "Importance of cable vibration in dynamics of cable-stayed bridges", J. Eng. Mech., 117(11), 2571-2589. https://doi.org/10.1061/(ASCE)0733-9399(1991)117:11(2571)
- Achkire, Y. and Preumont, A. (1996), "Active tendon control of cable-stayed bridges", J. Earthq. Eng. Struct. D., 25(6), 585-597. https://doi.org/10.1002/(SICI)1096-9845(199606)25:6<585::AID-EQE570>3.0.CO;2-I
- Bosdogianni, A. and Olivari, D. (1997), "Wind-reduced and rain-induced oscillations of cable-stayed bridges", J. Wind Eng. Ind. Aerod., 64(2-3), 171-185.
- Bruno, D. and Grimaldi, A. (1985), "Non-linear behavior of long-span cable-stayed bridges", Meccanica, 20(4), 303-313. https://doi.org/10.1007/BF02352683
- Bruno, D. and Golotti, V. (1994), "Vibration analysis of cable-stayed bridges", J. Struct. Ing. Int., 4(1), 23-28. https://doi.org/10.2749/101686694780602187
- Chatterjee, P.K., Datta, T.K. and Suruna, C.S. (1994), "Vibration of cable-stayed bridges under moving vehicles", J. Struct. Ing. Int., 4(2), 116-121. https://doi.org/10.2749/101686694780650887
- Ermopoulos, J., Vlahinos, A. and Wang, Y.C. (1992), "Stability analysis of cable-stayed bridges", Comput. Struct., 44(5), 1083-1089. https://doi.org/10.1016/0045-7949(92)90331-S
- Fleming, J.F. (1979), "Non-linear static analysis of cable-stayed bridge structures", Comput. Struct., 10(4), 986-1000.
- Fleming, J.F. and Egeseli, E.A. (1980), "Dynamic behavior of a cable-stayed bridge", Int. Earthq. Eng. Struct. D., 8(1), 1-16. https://doi.org/10.1002/eqe.4290080102
- Freire, A.M.S., Negräo, J.H.O. and Lopez, A.V. (2006), "Geometrical non-linearities on the static analysis of highly flexible steel cable-stayed bridges", Comput. Struct., 84(31-32), 2128-2140. https://doi.org/10.1016/j.compstruc.2006.08.047
- Gimsing, N. (1997), Cable supported bridges - Concept and design, 2nd Edition, John Wiley & Sons, Chichester.
- Khalil, M.S. (1999), "Non-linear analysis of cable-stayed bridges at ultimate load level", Can. J. Civil Eng., 23(5), 1111-1117.
- Kollbruner, C.F., Hajdin, N. and Stipanic, B. (1980), Contribution to the analysis of cable-stayed Bridges, Inst. For Engineering Research Editions, N.48, Schulthess Verlag, Zurich.
- Konstantakopoulos, T.G., Michaltsos, G.T. and Sophianopoulos, D.S. (2002), A simplified model for the study of the lateral-torsional vibration of cable-stayed bridges - Eurodyn 2002, Springer, Munich.
- Leonard, F. (1972), Bridges, Architectural Press, London.
- Micarelli, L., Moretti, I., Jaubert, M. and Moulouel, H. (2006), "Fracture analysis in the south-western Corinth rift (Greece) and implications on fault hydraulic behavior", Tectonophysics, 426(1-2), 285-296.
- Michaltsos, G.T. (2001), "A simplified model for the dynamic analysis of cable-stayed bridges", Facta Universitatis, 3(11), 185-204.
- Michaltsos, G.T., Ermopoulos, J.C. and Konstantakopoulos, T.G. (2003), "Preliminary design of cable-stayed bridges for vertical static loads", J. Struct. Eng. Mech., 16(1), 1-15. https://doi.org/10.12989/sem.2003.16.1.001
- Michaltsos, G.T. (2005), Stability of a cable-stayed bridge's pylon, under time-depended loading, Collection of papers in memory of Academician P.S. Theocharis. Inst. of Mechanics Problems and Academy of Sciences, Russia, Inst. Of Mechanics of Nat. Acad. of Sciences, Armenia.
- Michaltsos, G.T., Raftoyiannis, I.G. and Konstantakopoulos, T.G. (2008), "Dynamic stability of cable-stayed bridge pylons", Int. J. Struct. Stabil. Dyn., 8(4), 627-643. https://doi.org/10.1142/S021945540800282X
- Mozos, C.M. and Aparicio, A.C. (2010), "Parametric study on the dynamic response of cable-stayed bridges to the sudden failure of a stay. Part I: Bending moment acting on the deck", Eng. Struct., 32(10), 3288-3300. https://doi.org/10.1016/j.engstruct.2010.07.003
- Nazmy, A.S. and Abdel-Ghaffar, A.M. (1990), "Non-linear earthquake response analysis of long-span cablestayed bridges", Earthq. Eng. Struct. D., 19(1), 45-62. https://doi.org/10.1002/eqe.4290190106
- Tapponnier, P., Ryerson, F.J., Van der Woert, J., Meriaux, A.S. and Lasserre, C. (2001), "Long-term slip rates and characteristic slip: keys to active fault behaviour and earthquake hazard", Earth Planet. Sci., 333(9), 483-494.
- Troitsky, M.C. (1988), Cable-stayed bridges - Theory and design, 2nd edition, B.S.P. Professional Books, London.
- Virgoreux, M. (1999), "Recent evolution of cable-stayed bridges", J. Eng. Struct., 21(8), 737-755. https://doi.org/10.1016/S0141-0296(98)00028-5
- Wang, P.H., Liu, M.Y., Huang, Y.T. and Lin, L.C. (2010), "Influence of lateral motion of cable-stayed bridges", Struct. Eng. Mech., 34(6), 719-738. https://doi.org/10.12989/sem.2010.34.6.719
- Xanthakos, P.P. (1994), Theory and design of bridges, John Wiley & Sons, New York.
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