Predicting the phenomenon of aerodynamic instability is essential for the analysis and
design of long-span cable-supported bridges. This paper reviews the history and …

Among the consequences of wind-induced excitation on long-span cable-supported
bridges, flutter instability is the most dangerous and can collapse bridge structures. Until …

This paper presents the results of numerical investigations of bridge aeroelasticity. In
particular static coefficients and instationary flutter derivatives for a symmetric bridge deck …

Wind-induced bridge motions are numerically investigated using structural and fluid finite
elements (FEs). The fluid–structure interaction solutions are based on the incompressible …

Increasing the efficiency in the process to numerically compute the flutter derivatives of
bridge deck sections is desirable to advance the application of CFD based aerodynamic …

Long-span bridges are prone to wind-induced vibrations. Therefore, a reliable
representation of the aerodynamic forces acting on a bridge deck is of a major significance …

Tall buildings and long span bridges exposed to wind undergo complex interactions, which
precludes a functional relationship between wind and its load effects. In digital age with …

This paper proposes a probability-space surrogate modeling approach for computationally
efficient multidisciplinary design optimization under uncertainty. This paper uses a …

The numerical simulation of the wind action over the Guamá River Bridge (Pará State, north
of Brazil) is presented in this work. Aerodynamic and aeroelastic analyses performed …

An abundant amount of data gathered during wind tunnel testing and health monitoring of
structures inspires the use of machine learning methods to replicate the wind forces. This …