634 S. Urushadze and M. Pirner Fig. 67.12 Examples of the masts swivelling and tilting Acknowledgements The support of the grants GA CR 103/09/0094, MPO TIP FR-TI3/654 and GA CR P105/10/2159 are gratefully acknowledged. Identification code of research project of the ITAM AS CR v.v.i. RVO: 68378297. References 1. Bleich F (1933) Stahlhochbauten. Springer, Berlin 2. Kolousˇek V (1947) Solution statique et dynamique de pylones d´antenne harbenes, Mem. De IAIPCV, VII, Zu¨rich 3. Peil U (1998) Collapse behaviour of gueyed masts under gales and guy-rupture. In: Proceedings of the 2nd EECWE, Prague 4. Sparling BF (2001) Comparison of frequency and time domain analyses for guyed masts in turbulent winds, IASS, Group 4 on Masts and Towers, Oslo 5. Fischer O, Pirner M (1987) Dynamics of guyed masts, Study 2/87. Academia, Prague 6. Kolousˇek V et al (1983) Wind effects on civil engineering structures. Academia-Elsevier, Prague 7. Pirner M (1985) The loading test of the guyed mast Kleˇt, report TZUS, Prague 8. Posp´ısˇil S, Janata V, Lahodny´ J, Urushadze Sh (2009) Determination of dynamic characteristics TV tower Kleˇt, report U´ TAM, AV Cˇ R v.v.i, Prague 9. Posp´ısˇil S, Janata V, Lahodny´ J, Urushadze Sh (2009) Determination of dynamic characteristics TV tower Javoˇrice, report U´ TAM, AV Cˇ R v.v.i., Prague 10. Fischer O, Na´prstek J, Pirner M (1979) Dynamic response of guyed masts to wind action. In: Proceedings congress IASS, Madrid
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