Dynamic forces induced by humans walking change simultaneously in time and space,
being random in nature and varying considerably not only between different people but also …

The earliest scientific descriptions of excessive pedestrian-induced lateral vibrations are
dated back to the 1970s, but it was not until the beginning of the new millennium that bridge …

Cables are essential components of the cable‐stayed bridges as they serve as the main
load‐bearing component. Hence, continuous monitoring of such cables becomes necessary …

Observation of human‐induced large‐amplitude lateral vibration of an actual pedestrian
bridge in an extremely congested condition is reported. Walking motions of pedestrians …

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 …

Dynamic performance is an important consideration in long-span bridge design. Owing to its
flexibility and low dam**, various types of vibration from different sources of excitation …

Determining the static and dynamic response of structural cables is a mechanical problem of
theoretical and practical interest in many aspects of civil engineering. In particular, the cable …

This paper discusses vibration, control and monitoring of long-span bridges, in particular, of
cable-supported bridges with emphasis on recent research, developments and practice in …

The performance of a damper in controlling large-amplitude vibrations of a stay cable in a
bridge is influenced by essential parameters such as the amount of sag and flexural rigidity …

An analytical model is proposed to study the nonlinear interactions between beam and
cable dynamics in stayed-systems. The integro-differential problem, describing the in-plane …