Identifies parameters of a nonlinear vortex-induced force model in bridge decks, suggesting improved accuracy for various damping conditions.
This study addresses a key limitation in motion-described vortex-induced force (VIF) modeling connect to vortex-induced vibration (VIV) of bridge decks: parameter identification has traditionally based on incomplete response histories. Wind tunnel tests in this study are conducted on a sectional model with synchronized measurements of displacement, aeroelastic force, motion frequency, and phase angles. After quantifying the non-wind-induced aerodynamic damping and stiffness in still air, a nonlinear VIF model was identified by jointly using the growth-to-resonance (GR) and decay-to-resonance (DR) processes. The identified parameters are expressed in a motion-amplitude-dependent form according to the extracted energy-trapping characteristics. The combined GR–DR procedure improves the completeness of model parameters, extends their applicability to both higher and lower mechanical damping conditions, and avoids the parameter-range insufficiency reported in earlier three-dimensional applications. These results establish a more robust basis for nonlinear VIF identification and three-dimensional VIV analysis.
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Qie et al. (2026) studied this question.
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