Open Access
MATEC Web Conf.
Volume 148, 2018
International Conference on Engineering Vibration (ICoEV 2017)
Article Number 02002
Number of page(s) 6
Section Mitigation of Vibrations of Mechanical and Structural Systems
Published online 02 February 2018
  1. J.F. Fleming, “Non-linear static analysis of cable-stayed bridge structures”, Comp. Struct., (1979), 10, pp. 986-1000 [CrossRef] [Google Scholar]
  2. C.F. Kollbruner, N. Hajdin, and B. Stipanic, “Contribution to the analysis of cable-stayed Bridges”, Inst. For Engineering Research Editions, (1980), N. 48, Schulthess Verlag, Zürich [Google Scholar]
  3. M.S. Khalil, “Non-linear analysis of cable-stayed bridges at ultimate load level”, Canadian J. of Civil Engineering, (1999), 23 (5), pp. 1111-1117 [CrossRef] [Google Scholar]
  4. G.T Michaltsos, J.C. Ermopoulos, and T.G. Konstantakopoulos, “Preliminary design of cable-stayed bridges for vertical static loads”, J. of Structural Engineering and Mechanics, (2003), 16(1), pp. 1-15 [CrossRef] [Google Scholar]
  5. J.F. Fleming, and E.A. Egeseli, “Dynamic behavior of a cable-stayed bridge”, Int. Journal of Earthquake Eng. & Structural Dynamics, (1980), 8(1), pp. 1-16 [CrossRef] [Google Scholar]
  6. D. Bruno, and V. Colotti, “Vibration analysis of cable-stayed bridges”, Journal of Structures Ing. International, (1994), 1, pp. 23-28 [Google Scholar]
  7. G.T. Michaltsos, “A simplified model for the dynamic analysis of cable-stayed bridges”, Facta Universitatis, (2001), 3(11), pp. 185-204 [Google Scholar]
  8. T.G. Konstantakopoulos, G.T. Michaltsos, and D.S. Sophianopoulos, “A simplified model for the study of the lateral-torsional vibration of cable-stayed bridges”, Proceedings of the Eurodyn 2002, Munich, (2002) [Google Scholar]
  9. D.Q. Cao, M.T. Song, W.D. Zhu, R.W. Tucker, and C.H.-T. Wang, “Modeling and analysis of the in-plane vibration of a complex cable-stayed bridge”, J. of Sound and Vibration, (2012), 331(26), pp. 5685-5714 [CrossRef] [Google Scholar]
  10. I.G. Raftoyiannis, and G.T. Michaltsos, “Movable anchorage systems for vibration control of stay-cables in bridges”,Engineering Structures,(2016),112,pp. 162-171 [CrossRef] [Google Scholar]
  11. I.G. Raftoyiannis, and G.T. Michaltsos, “Curved-in-plane cable-stayed bridges. A mathematical model”, Int. Journal of Structural Stability and Dynamics, (2012), 12(3), DOI: 10.1142/S0219455412500113 [CrossRef] [Google Scholar]
  12. J. Ermopoulos, A. Vlahinos, and Y.-C. Wang, “Stability analysis of cable-stayed bridges”, Comp. Structures, (1992), 44(5), pp. 1083-1089 [CrossRef] [Google Scholar]
  13. A. Bosdogianni, and D. Olivari, “Wind-reduced and Rain-induced oscillations of cable-stayed bridges”, Journal of Wind Eng. and Industrial Aerodynamics, (1997), 64(2-3), pp. 171-185 [CrossRef] [Google Scholar]
  14. G.T. Michaltsos, “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, (2005) [Google Scholar]
  15. G.T. Michaltsos, I.G. Raftoyiannis, and T.G. Konstantakopoulos, “Dynamic Stability of cable-stayed bridge pylons”, Int. Journal of Structural Stability and Dynamics, (2008), 8(4), pp. 627-643 [CrossRef] [Google Scholar]
  16. Y. Hikami, and N. Shiraishi, “Rain-wind-induced vibrations of cables in cable stayed bridges”, Journal of Wind Engineering and Industrial Aerodynamics, (1988), 29(1-3), pp. 409-418 [CrossRef] [Google Scholar]
  17. K. Wilde, and W. Witkowski, “Simple model of rain-wind-induced vibrations of stayed cables”, Journal of Wind Engineering and Industrial Aerodynamics, (2003), 91(7), pp. 873-891 [CrossRef] [Google Scholar]
  18. D. Sophianopoulos, “Rain-wind induced vibrations in stay cables – Response characteristics, excitation mechanism and modeling.” Int. Journal of Bridge Engineering, (2013), 1(1), pp. 29-36 [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.