Structural vibration control has received considerable research attentions in the past few
decades, with special emphasis on developing effective, affordable and applicable control …

Stay cables in cable-stayed bridges are subjected to various types of dynamic excitation
mechanisms under environmental loads. The excited vibrations can have a large amplitude …

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 …

This paper performs a unified analysis of multimode damping effects of negative stiffness
and inerter mechanisms when combined with a viscous damper for cable vibration control …

Long stay cables may be subject to vortex-and rain-wind-induced vibrations. To suppress
the two types of vibrations simultaneously, integrating the advantages of negative stiffness …

Stay cables are prone to large amplitude vibrations, due to their low inherent damping and
high lateral flexibility. In this study, one magnetorheological (MR) damper based …

With the increment of cable length, long stay cables are prone to experience high-mode
vortex-induced vibrations (VIVs) at normal wind velocities, and the VIV-prone mode range …

Tuned inerter-based dampers (TIBDs), such as the tuned viscous mass damper (TVMD) and
tuned inerter damper (TID), have demonstrated better control performance compared with …

Inerters have significantly uplifted the cost‐effectiveness of structural control technologies. A
recently proposed tuned mass damper‐clutching inerter (TMDCI) takes advantage of both …

At present the vibration control of stay cable suffers from low damping effectiveness in single
mode vibration caused by the limitation of damper installation position as well as the poor …