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 …

Real‐time health monitoring of stay cables in cable‐stayed bridges is necessary for timely
maintenance and to avoid unforeseen fatigue damage due to vortex‐induced vibration …

The assessment of bridges' health has become a relevant component of the maintenance
paradigm especially in those countries in which many structures are rated in poor condition …

Monitoring the performance and estimating the remaining useful life of aging civil
infrastructure in the United States has been identified as a major objective in the civil …

Due to their high lateral flexibility and low inherent damping, stay cables are prone to
dynamic excitations. Application of dampers to improve the energy dissipation capacity of …

A cable network of cables interconnected with cross-ties and attached with dampers
represents the generalized solution for vibration mitigation of stay cables. It is of significant …

Due to the superior performance of negative stiffness damper (NSD), its application to the
vibration control of bridge stay cables attracts much research attention in recent years. In the …

Stay cables in cable-stayed bridges are susceptible to vibrations due to their inherent
flexibility and low damping. Different countermeasures to control such vibrations have been …

During the past decades, wind‐induced vibrations of bridge stay cables were reported to
occur under various incipient conditions. The ice formation on stay cables is one of these …

An experimental investigation was conducted to determine the susceptibility of grouted stay
cables to bending fatigue damage. The results from twelve, bending fatigue tests are …