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- W828797268 abstract "Steel box bridge was modelled to improve the dynamic characteristics under moving loads (DB-24), which obtained using 3Axis-2DOF system that considers moving mass, and the kinetic equation for the bridge was derived based on the Bernoulli-Euler beam, which ignores the torsional DOF. The effects of Tuned Mass Damper (TMD) lead to the fellowing conclusions that there is little efficiency of the maximum deflection, and more efficient to control the dynamic amplitude than the maximum static deflection." @default.
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- W828797268 date "1997-01-01" @default.
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- W828797268 title "A Study on the Dynamic Vibration Reduction of Steel Box Bridge" @default.
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