This paper reviews various active control measures used for controlling the wind-induced
vibration, which is a problem of great concern for long-span suspension bridges. Firstly, a …

A consistent dynamic stiffness matrix is formulated for the flutter analysis of bridge decks.
The equations of motion corresponding to the vertical, lateral, and torsional degrees of …

In the development process of intelligent construction, the safety assessment of prestressed
steel structures as an important research direction has become more and more attractive in …

Abstract Three-dimensional (3-D) aeroelastic effect is known as the main factor that leads to
the discrepancy between the critical flutter states predicted by two-dimensional (2-D) deck …

To widen the attenuation bandwidth in a mass-in-mass metamaterial chain, active feedback
control is employed within the unit cell. The optimal control via Linear Quadratic Regulator is …

Abstract Machine learning-based aerodynamic reduced-order models (ROMs) combine high
accuracy with extremely low computational costs, making them highly effective in predicting …

Aerodynamic layouts of bridge decks considerably affect aerostatic torsional divergence and
flutter for bridges. The crucial operation is choosing the optimal bridge deck shape …

Aeroelastic flutter identification of a two-dimensional bridge deck section using time domain
techniques is studied. Aeroelastic simulations are performed using the aeroelastic solver …

Modeling of self-excited aerodynamic forces using the rational function approximation (RFA)
is studied. The Scanlan and Tomko model of self-excited forces contain flutter derivatives …

With the rapid development and wide application of large-span bridges, the problem of
dynamics and safety control of bridge structures under multiple loads is becoming more and …