Modeling and control are primary domains in bridge wind engineering. The natural wind
field characteristics (eg, non-stationary, non-uniform, spatial-temporal changing …

Slender and flexible infrastructures such as sign supports, cantilever traffic signal structures
and high mast lighting towers are sensitive to wind force and were reported to have fatigue …

Long-span bridges are susceptible to wind-induced vibration due to their high flexibility, low-
frequency dominance, and light damping capacity. Vortex-induced vibrations (VIVs), which …

Online automatic monitoring of abnormal vibrations, such as vortex-induced vibration (VIV)
and high amplitude vibration (HAV), of stay-cables is important for bridge maintenance …

Bridge vortex-induced vibration (VIV) refers to the vertical resonance phenomenon that
occurs in a bridge when pulsating wind passes over it and causes vortices to detach. In …

As a wind-sensitive structure, long-span bridges are prone to the vibration excited by
periodic shedding vortex called vortex-induced vibration (VIV). Timely warning and accurate …

Thanks to recent advancements in numerical methods, computer power, and monitoring
technology, seismic ambient noise provides precious information about the structural …

Large amplitude vortex-induced vibration (VIV) of long suspenders, caused by vortex-
shedding and wake flow, will decrease the service life of high-strength wires and its …

Detecting anomalies in the vibrational features of age-old buildings is crucial within the
Structural Health Monitoring (SHM) framework. The SHM techniques can leverage …

As the main structural component, the possibility of wind‐induced vibration, especially vortex‐
induced vibrations (VIVs), is greatly increased due to the shape and structural characteristics …