An overview of vortex-induced vibration (VIV) of bridge decks

Teng WU , Ahsan KAREEM

Front. Struct. Civ. Eng. ›› 2012, Vol. 6 ›› Issue (4) : 335 -347.

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Front. Struct. Civ. Eng. ›› 2012, Vol. 6 ›› Issue (4) : 335 -347. DOI: 10.1007/s11709-012-0179-1
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An overview of vortex-induced vibration (VIV) of bridge decks

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Abstract

A brief overview of vortex-induced vibration (VIV) of circular cylinders is first given as most of VIV studies have been focused on this particular bluff cross-section. A critical literature review of VIV of bridge decks that highlights physical mechanisms central to VIV from a renewed perspective is provided. The discussion focuses on VIV of bridge decks from wind-tunnel experiments, full-scale observations, semi-empirical models and computational fluids dynamics (CFD) perspectives. Finally, a recently developed reduced order model (ROM) based on truncated Volterra series is introduced to model VIV of long-span bridges. This model captures successfully salient features of VIV at “lock-in” and unlike most phenomenological models offers physical significance of the model kernels.

Keywords

vortex-induced vibration (VIV) / Volterra series / bridge

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Teng WU, Ahsan KAREEM. An overview of vortex-induced vibration (VIV) of bridge decks. Front. Struct. Civ. Eng., 2012, 6(4): 335-347 DOI:10.1007/s11709-012-0179-1

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