To improve the control performance of stay cables, a novel negative stiffness inerter damper
(NSID) that consists of a negative stiffness device in parallel with an eddy current inerter …

Input-output characteristics in an event of the abnormal vibration of a kilometer-level railway-
highway-combined cable-stayed bridge's cables under in-service winds are deeply …

Large-scale modern wind turbines at standstill are prone to vortex-induced vibration (VIV). In
this study, coupled fluid–solid dynamics of the wind turbine airfoil at a 90 attack angle are …

Wind excited response of structures due to downbursts has been studied using wind tunnel
simulations, computational fluid dynamics applications, and analytical procedures in the …

The correlation function-based methods have been widely in the operational modal analysis
of engineering structures. However, the understanding of the advantages and …

To apply the tension estimation method based on effective vibration lengths, it has been
clarified that the installation of at least one sensor near the high end of a stay cable or a …

Wind load is one of the key factors affecting the structural safety of long-span bridges.
However, the tornado-induced load on the streamlined bridge deck is rarely studied and the …

Thunderstorm outflows have been causing damage and failure in slender light structures
susceptible to dynamic excitation. With the goal of contributing to the design of wind-safer …

The cables of the long-span bridge are usually featured as ultra-low frequency, hence
making the acceleration unable to accurately capture the information, eg damping ratios, for …

This study aims to investigate the vortex-induced vibrations (VIVs) characteristics of hanger
cables in suspension bridges based on field monitoring and propose effective control …