Computational analysis of VIV observed on existing bridges
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This paper presents Computational Fluid Dynamics simulations of two existing bridges which exhibited vortex-induced vertical vibrations: Alconétar upper steel arch bridge (2006, Cáceres, Spain, 220 m main span) and the Volgograd Bridge (2009, Volgograd, Russia, 155 m main span). The Vortex Particle Method is used for the analysis.
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