Dynamics

Solution of the dynamic response of rotational column crane - solution of the vibration tail of the crane for testing of nuclear waste containments by a drop
Solution of the response the Troja bridge loaded by wind - solution of nonlinear aeroelasticity of the bridge Holešovice-Troja in Prague, Czech Republic. Span 200 m, width of bridge deck 32 m. Solution was performed by coupling of the detail solution of wind flow in CFD system STAR-CD interconnected with FEM mechanical model of the bridge profile. Solution was performed by finite-volume method with a moving grid driven by solution of the structural dynamic response by Newmark's method.
Modal analysis adn wind load solution of the cantilever steel penthouse - Alibaba Residence, Prague