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Frontiers of Structural and Civil Engineering >> 2017, Volume 11, Issue 2 doi: 10.1007/s11709-016-0376-4
A novel structural modification to eliminate the early coupling between bending and torsional mode shapes in a cable stayed bridge
Institute of Structural Mechanics, Faculty of Civil Engineering, Bauhaus University Weimar, Weimar 99423, Germany
Abstract
Keywords
aeroelastic instability ; structural damping ; flutter wind speed ; bending stiffness ; torsional stiffness
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