• Numerical and experimental solutions of self-induced instability of bridge 

      Autor: Král Radomil; Vedoucí práce: Rypl Daniel; Oponent práce: Máca Jiří
      (České vysoké učení technické v Praze. Vypočetní a informační centrum., 2011-12-17)
      The thesis is focused on a solution of self-induced oscillations and instabilities of slender beams in the wind. It uses a combination of appropriately selected numerical methods and experiments in a wind tunnel. The author ...