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 …

Vortex-induced vibration (VIV) is a typical of large amplitude vibration for slender structure.
Predicting the amplitude and wind speed range for VIV is vital and challenging in the wind …

The classical approach currently used in the bridge engineering industry for the structural
and aeroelastic design of bridges is based on an iterative heuristic process which includes …

This paper concerns the capabilities and the limitations of computational fluid dynamic
simulations in evaluating the dynamic aeroelastic coefficients currently used to study the …

The shape of single-side wind fairing, which is the longitudinal triangular prism that tailors
the outer side of a bridge deck, is key to the aerodynamic performances of double …

The flow field around the rectangular cylinder with aspect ratio 5: 1 has been widely
investigated in recent literature as a prototype of reattached flow around elongated bluff …

This paper presents the results of two-dimensional numerical simulations of the flow field
around a trapezoidal box-girder bridge section with later cantilevers, experiencing small …

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 …

Vortex induced vibration (VIV) is an important phenomenon which appears in flexible
structures immersed in a moving fluid. This oscillation is self-sustained and self-limited, but …

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 …