Vortex induced vibrations of a bridge deck: Dynamic response and surface pressure distribution
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering
Reference13 articles.
1. Cross-sectional distributions versus integrated coefficients of flutter derivatives and aerodynamic admittances identified with surface pressure measurement;Argentini;J. Wind Eng. Ind. Aerodyn.,2012
2. On the aerodynamic and aeroelastic response of a bridge tower;Belloli;J. Wind Eng. Ind. Aerodyn.,2011
3. Force and wake analysis on a single circular cylinder subjected to vortex induced vibrations at high mass ratio and high Reynolds number;Belloli;J. Wind Eng. Ind. Aerodyn.,2012
4. Nonlinear Computer Model for the Simulation of Lock-in Vibration on Long-Span Bridges;Caracoglia;Computer-Aided Civil Infrastruct. Eng.,2008
5. Forced motion and free motion aeroelastic tests on a new concept dynamometric section model of the Messina suspension bridge;Diana;J. Wind Eng. Ind. Aerodyn.,2004
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1. Numerical investigation on vertical vortex-induced vibrations of triple-box girders with curved and linear-type webs;Journal of Wind Engineering and Industrial Aerodynamics;2023-11
2. Shaping bridge decks for VIV mitigation: A wind tunnel data-driven adaptive surrogate-based optimization method;Journal of Wind Engineering and Industrial Aerodynamics;2023-11
3. Modelling of vortex-induced force and prediction of vortex-induced vibration of a bridge deck using method of multiple scales;Journal of Wind Engineering and Industrial Aerodynamics;2023-10
4. Aerodynamic Force Distribution Characteristics around a Double-Slotted Box Girder of a Long-Span Bridge during Vortex-Induced Vibration;Journal of Bridge Engineering;2023-01
5. Aerodynamic mechanism of triggering and suppression of vortex-induced vibrations for a triple-box girder;Journal of Wind Engineering and Industrial Aerodynamics;2022-08
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