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 …

Aerodynamic forces on bridges are commonly separated into static, self-excited, and
buffeting force components. By delving into the relationships among force descriptors for …

A quantitative analysis of the wind-induced post-critical performance of bridge decks is
presented in order to highlight the underlying wind-resistant capacity after the critical wind …

For this paper, full-scale/model test comparisons to validate the traditional atmospheric
boundary layer (ABL) wind-tunnel simulation technique performed until now by the wind …

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 …

In the last thirty years, the aerodynamic nonlinearities related to the slow variation of the
angle of attack produced by large-scale atmospheric turbulence and their impact on the …

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 …

Developments made over the past several decades in bluff body aerodynamics and
aeroelasticity have enhanced our abilities to better understand and capture the effects of …

Accurate modeling of wind-induced loads on bridge decks is critical to ensure the
functionality and survivability of long-span bridges. Over the last few decades, several …

The shape design and optimization of bluff decks prone to aeroelastic phenomena require
emulating the fluid-structure interaction parameters as a function of the body shape and the …