The mathematical model of vortex-induced vibrations (VIV) on long-span bridges is
important to predict nonlinear structural responses. Such models can be divided into two …

For wind-sensitive structures, such as long-span bridges, high-rise buildings, transmission
towers, etc., the prediction of wind speed and its statistical distribution are vital steps in the …

Central-slotted box girders are widely employed in long-span bridges owing to their
advantageous flutter stability. However, the existence of a central slot can degrade their …

Owing to the availability of the jet flow control strategy in mitigating strongly alternating
vortex motion and shedding in the wake flow structure, an active jet produced by an air …

Multiple-order vertical vortex-induced vibrations (VIVs) have been frequently observed in
prototype bridges as well as tested models in wind tunnels, but VIV excitation and VIV …

The spanwise correlation of vortex-induced forces (VIFs) on rectangular cylinders has been
studied extensively. However, little knowledge exists regarding the differences and the …

A simplified model is developed to conveniently evaluate the peak vortex-induced vibration
(VIV) amplitudes of a bridge deck at various mass-dam** conditions. As a simplified form …

A describing function (DF)-based model is introduced for the simulation of vortex-induced
vibration (VIV) of bridge decks. Similar to the linear frequency response function, the DF is …

During the early erection stages of suspension bridges, the flow field around the girder with
a short length exhibits three-dimensional characteristics that affect the wind-resistant …

Although the streamline box girder exhibits an excellent aerodynamic performance, they are
often suffer severe Vortex-Induced Vibrations (VIVs) due to complicated separation and …