A state-of-the-art review on the response control of structures mainly using the passive tuned
mass damper (s)(TMD/s) is presented. The review essentially focuses on the response …

In the present paper, a detailed crowd model is applied to investigate the impact of vertical
human-structure interaction (HSI) on the dynamic response of footbridges to pedestrian …

Footbridges are often designed as slender structures, sensitive to human-induced excitation.
In the case where the prevailing vibration serviceability requirements are not met, vibration …

Vibrations are an issue of increasing importance in current footbridge design practice. More
sophisticated footbridges with increasing spans and more effective construction materials …

It is common that excessive vibrations problems arise in modern slender, low-damping,
lightweight structures such as footbridges or long-span floors subjected to human actions …

This paper reports new experimental data for dynamic properties (ie modal mass, natural
frequency and damping ratio) of eight FRP composite footbridges in Europe, which helps to …

Vibration serviceability under crowd-induced loading has become a key design criterion for
footbridges. Although increased research efforts are put into the characterization of crowd …

This paper aims to study crowd-induced vibration control of long-span steel footbridges with
different dynamic characteristics by combining methods of site measurement and numerical …

Vibration serviceability under pedestrian‐induced loading is often the governing criterion for
slender footbridge design. During the design stage, the structural response is generally …

Tuned mass damper (TMD) has a wide application in the human-induced vibration control of
pedestrian bridges and its parameters have great influence on the control effects, hence it …