References
- [1] Bleich, F. (1950). The mathematical theory of vibration in suspension bridges. Washington: United States Government Printing Office.
- [2] Selberg, A. (1961). Oscillation and aerodynamic stability of suspension bridges. Acta P. 308, Ci. 3.
- [3] Theodorsen, T. (1935). General theory of aerodynamic instability and the mechanism of flutter. 496, U.S. Advisory Committee for Aeronautics, Langley, VA, U.S.A.
- [4] Klöppel, K. and Weber, G. (1963). Teilmodellversuche zur Beurteilung des aerodynamischen Verhaltens von Brücken. Der Stahlbau 4, 113-121.
- [5] Frandsen, A.G. (1966). Wind stability of suspension bridges. Paper 43 of International Symposium on Suspension Bridges, Proceedings. Laboratório Nacional de Engenharia Civil, Lisboa.
- [6] Tesar, A. (1978). Aeroelastic Response of Transporter Shell Bridges in Smooth Air Flow. Trondheim: The Norwegian Institute of Technology, Tapir Publisher.
- [7] Tesar, A. (1988). Transfer Matrix Method. Dordrecht, Boston, London: KLUWER Academic Publishers.
- [8] Tesar, A. and Svolik, J. (1993). Wave distribution in fibre members subjected to kinematic forcing. Int. Journal for Communication in Numerical Mechanics, 9, 156-164.
- [9] Juhásová, E., Motlík I., and Vrabec, M. (1998). Some experiences with calibration and modeling in wind tunnel of ICA SAS. Building Research Journal, 46, 47-69.
- [10] STN EN 1991-1-4 Eurocode 1. Structural loads. Part 1.4. General loads. Wind loads.
- [11] Tesar, A. and Tvrda, K. (2006). Energy approach for analysis of nonlinear time response. Building Research Journal, Vol. 54, Nr. 2, 101-122.
- [12] Tesar, A. and Tvrda, K. (2007). Energy approach for solution of nonlinear natural vibration.Building Research Journal, Vol. 55, Nr. 1-2, 71-84.
- [13] Hautoy, C. (1990). Simulation des proprietes dynamiques du vent. Souflerie a couche limite du C.S.T.B., Nantes, France.
- [14] Moonen, P., Blocken, B. and Carmeliet, J. (2007). Indicators for the evaluation of wind tunnel test section flow quality and application to a numerical closed circuit wind tunnel. J.W.E.I.A., (95), 1289-1314.
- [15] Teleman, E.C., Silion, R., Axinte, E. and Pescaru, R. (2008). Turbulence scales simulations in atmospheric boundary layer wind tunnels. Bulletinul Institutului Polytehnic din Iasi, Publicat de Universitatea Tehnica “Gheorghe Asachi” din Iasi, Tomul LIV (LVIII), Fasc. 2, 7-14
- [16] Tesar, A. (2011). Aeroelastic Assessment of Elements of Photovoltaic Power Plants. Technical Report for RAAB VILLANZSZERELŐ KFT., CSÖRGŐFA SOR 6, 9027 GYŐR, Institute for Construction and Architecture, Slovak Academy of Sciences, Bratislava.