[
[1] Batchelor, G. K. (1967). An Introduction to Fluid Dynamics. Cambridge University Press.
]Search in Google Scholar
[
[2] BBR Project finder. (2021, 02 06). Preluat de pe http://pf.bbrnetwork.com/: http://pf.bbrnetwork.com/m/installation10A.html
]Search in Google Scholar
[
[3] Benato Roberto, S. D. (2017). Core laying pitch-long 3D finite element model of an AC three-core armoured submarine cable with a length of 3 metres. Electric power systems research, 137-143.10.1016/j.epsr.2017.05.008
]Search in Google Scholar
[
[4] Caetano, E. d. (fără an). Cable vibrations in Cable-Stayed Bridges. IABSE.
]Search in Google Scholar
[
[5] Construst. (2021, 01). Preluat de pe http://www.structuri-constructii.ro/: http://www.structuri-constructii.ro/studiu-de-caz-coordinare-montaj-structura-tabliermetalic-la-podul-rutier-peste-calea-ferata-otopeni
]Search in Google Scholar
[
[6] CSI Manual. (2017). Computers and Structures INC Analysis Reference Manual. Computers & Structures INC.
]Search in Google Scholar
[
[7] Degeratu, M. (2015). Analiză dimensională, similitudine și modelare. București: Editura Academiei Oamenilor de Știință din România.
]Search in Google Scholar
[
[8] Erik A. Johnson, B. F. (2007). Semiactive damping of stay cables. ASCE.10.1061/(ASCE)0733-9399(2007)133:1(1)
]Search in Google Scholar
[
[9] Eth, Z. (2010). Mitigation of stay cale vibrations with magnetorheological dampers. Zurich.
]Search in Google Scholar
[
[10] Felix Weber, G. F. (2006). Guidelines for Structural Control.
]Search in Google Scholar
[
[11] Felix Weber, H. D. (2014). Amplitude and frequency independent cable damping of Sutong Bridge and Russky Bridge by magnetorheological dampers. Wiley Online Library.10.1002/stc.1671
]Search in Google Scholar
[
[12] Ghindea, C. (2004). Încercări destinate determinării unor caracteristici dinamice ale Construcțiilor. București: Universitate Tehnică de Construcții București.
]Search in Google Scholar
[
[13] Habib Tabatabai, A. B. (2003). Vibration supression measures for stay cables. Illinois.
]Search in Google Scholar
[
[14] Haeyoung, K. (fără an). Mechanism of wake galloping of two circular cylinders. Universitatea Nagoya, Japonia.
]Search in Google Scholar
[
[15] Harlow, F. H. (2004). Fluid dynamics in Group T-3 Los Alamos National Laboratory. Journal of Computational Physics (Elsevier).10.1016/j.jcp.2003.09.031
]Search in Google Scholar
[
[16] Hikami, Y. &. (1988). Rain-wind induced vibrations of cable stayed bridges. Wind Eng Indust Aero, 409-418.10.1016/0167-6105(88)90179-1
]Search in Google Scholar
[
[17] IPTANA. (2018). REABILITAREA PODULUI DE LA AGIGEA, DN 39, KM 8+988. București: COMPANIA NAȚIONALĂ DE ADMINISTRARE A INFRASTRUCTURII RUTIERE.
]Search in Google Scholar
[
[18] Jacobs. (2012, Februarie 09). Assessment of Deck Type Options. ARUP.
]Search in Google Scholar
[
[19] Jones, M. J. (1999). Full-scale measurements of stay cable vibration. Tenth International Conference on Wind Engineering. Copenhaga.
]Search in Google Scholar
[
[20] K. Kleissl, C. G. (2012). Comparison of the aerodynamics of bridge cables with helical fillets and a pattern-indented surface. Journal of Wind Engineering and Industrial Aerodynamics.10.1016/j.jweia.2012.02.031
]Search in Google Scholar
[
[21] Kwon, D. a. (2006). NatHaz on-line wind simulator (NOWS) : simulation of Gaussian multivariate wind fields. Paris: NatHaz Modeling Laboratory Report - Univ. of Notre Dame.
]Search in Google Scholar
[
[22] Main, J. A. (2002). Modelling the vibrations of a stay cable with attached damper. Baltimore.10.1061/(ASCE)0733-9399(2002)128:10(1072)
]Search in Google Scholar
[
[23] Marcin Maslanka, B. S. (2007). Experimental study of vibration control of a cable with an attached MR damper. Varșovia.
]Search in Google Scholar
[
[24] Marius Giuclea, Tudor Sireteanu, Danut Stanicioiu, Charles W. Stammers. (2004). Modelling of magnetorheological damper dynamic behaviour by genetic algorithms based inverse method. București.
]Search in Google Scholar
[
[25] Matsumoto, M. (2006). Review of Bridge Cable Vibrations in Japan,,, 2006. Kyoto: Universitatea Kyoto.
]Search in Google Scholar
[
[26] Matsumoto, M. S. (1990). Aerodynamic behavior of inclined circular cylinders - cable aerodyanmics. Wind Eng Indust Aero, 63-72.10.1016/0167-6105(90)90021-4
]Search in Google Scholar
[
[27] Maurer, S. (2020, 02 18). Maurer Structural protection systems. Munchen, Germania.
]Search in Google Scholar
[
[28] Mediafax. (2021, 02 06). Preluat de pe mediafax.ro: https://www.mediafax.ro/social/cum-arata-parcul-moghioros-din-drumul-tabereiredeschis-partial-pentru-public-galerie-foto-14364681
]Search in Google Scholar
[
[29] Mellier, E. (2014). A record breaking cable stayed bridge and future developments. 3rd International Bridge Seminar Mexico City. Mexic.
]Search in Google Scholar
[
[30] Milano, P. (2017). An elegant hybrid solution to cross the Bosphorus strait.
]Search in Google Scholar
[
[31] Naeim F., K. J. (1999). Design of Seismic Isolated Structures: From Theory to Practice. New York : John Wiley & Sons.10.1002/9780470172742
]Search in Google Scholar
[
[32] Niels J. Gimsing, C. T. (1997). Cable Supported Bridges, concept and design. New York: John Wiley & Sons.
]Search in Google Scholar
[
[33] Podolny Walter, S. J. (1987). Construction and Design of Cable Stayed Bridges. New York: Wiley Interscience.
]Search in Google Scholar
[
[34] Pope, S. B. (2000). Turbulent Flows. Cambridge University Press.10.1017/CBO9780511840531
]Search in Google Scholar
[
[35] Radeș, M. (2008). Vibrații mecanice. București: Editura Printech.
]Search in Google Scholar
[
[36] Rene Walther, B. H. (1999). Cable stayed bridges. Londra: Thomas Telford Publishing.10.1680/csb.27732
]Search in Google Scholar
[
[37] Sena Kumarasena, N. P. (2007). Wind Induced Vibration of Stay Cables. U.S. Department of Transportation.
]Search in Google Scholar
[
[38] Sena Kumarasena, N. P. (2007). Wind-Induced Vibration of Cable Stays. New York.
]Search in Google Scholar
[
[39] Shinbrot, M. (1973). Lectures on Fluid Mechanics. Gordon and Breach.
]Search in Google Scholar
[
[40] Thomson, M. (1973). Theoretical Aerodynamics. Dover Publications.
]Search in Google Scholar
[
[41] Wang X. Y., N. Y. (2004). Optimal design of viscous dampers for multi-mode vibration control of bridge cables. Hong Kong.10.1016/j.engstruct.2004.12.013
]Search in Google Scholar
[
[42] Y. L. Xu, L. Y. (2003). Analytical study of wind-rain induced cable vibration: SDOF model. Journal of Wind Engineering.
]Search in Google Scholar
[
[43] Yunus A. Cengel, J. M.-H. (2010). Fluid Mechanics: Fundamentals and Applications.
]Search in Google Scholar
[
[44] Z. SAVOR, J. R. (2006). Cable vibrations at Dubrovnik bridge. Bridge Structures, Vol. 2, No. 2, 97-106.10.1080/15732480600855800
]Search in Google Scholar
