The research on vibration characteristics of long-span bridges is of great importance to
flutter analysis, yet the literature is limited which concerns the phase difference characteristic …

Long‐span bridges are susceptible to vortex‐induced vibration (VIV), which affects the
serviceability and safety of bridges when the vibration amplitude is too large and lasts for a …

The self-excited forces and flow fields around a thin plate under stationary and sinusoidal
non-stationary wind conditions were simulated using the computational fluid dynamics …

The present study aims to investigate the influence of geometric nonlinearity on post-flutter
responses by developing a full-mode coupled nonlinear flutter analysis method (frequency …

This study presents a multimode coupled nonlinear flutter analysis method for long-span
bridges with consideration of vibration-amplitude-dependent flutter derivatives. By …

This paper introduces an intelligent identification method for self-excited aerodynamic
equations. The method is based on advanced sparse recognition technology and equipped …

The aerodynamic shape of a closed-box girder plays an important role in the wind-induced
stabilization of long-span suspension bridges. The purpose of this study is to investigate the …

Paralleled experimental tests of a full-bridge model and a sectional model are conducted to
investigate nonlinear post-flutter properties of a suspension bridge, including structural …

This study presents a comprehensive investigation on the characteristics of the aerodynamic
damping and amplitude-dependent flutter derivatives of a streamlined box girder for various …

The accuracy of the aeroelastic model or truss girders has consistently been a decisive
factor influencing the results of full-bridge aeroelastic wind tunnel tests. A novel design …