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Footbridge in Radotín - wind load according to EN 1991-1-4 and wind tunnel experiments
Göringer, J. ; Hračov, Stanislav ; Macháček, Michael
Due to the atypical design of the footbridge in Radotín the procedures for evaluation of the force coefficients presented in EN 1991-1-4 were experimentally verified in the wind tunnel. For the lack of the information about the structure behaviour on the edge of the aerodynamic instability the critical velocity for flutter was experimentally verified as well. The paper presents comparison of the approaches from EN 1991-1-4 with the results of the experiment.

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