Crowd sit-to-stand (STS) loading are always featured with pulse-like action, high crowd
density and high synchronization rate among individuals, which may cause severe vibration …

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 …

The current design guidelines for assessing floor vibration performance rely on a simplified
approach that considers a single pedestrian as a fixed load with multiple harmonic …

Despite extensive research in the field of human-induced vibration in the last twenty years,
there is still lack of reliable load and response models to assess vibration serviceability of …

A reliable prediction of the human-induced vibrations of footbridges relies on an accurate
representation of the pedestrian excitation for different loading scenario. Particularly, the …

A major challenge in the vibration performance assessment of structures under crowd
jumping loads is the lack of efficient prediction models. With the challenge in mind, this study …

In this paper, dynamic analyses of two untypical, modern footbridges made of glued-
laminated timber are presented. One of them is among the longest cable-stayed bridges for …

The further development and improvement of prediction models for crowd-induced
vibrations of footbridges requires detailed information on representative operational loading …

The increased ambition of architects coupled with advancements in structural materials, as
well as the rapidly increasing pressure on civil engineering sector to reduce embodied …

The dynamic behavior of floors under multi-pedestrian walking loads affects the safety,
serviceability, and comfort of floor occupants. The complexity of pedestrian-induced dynamic …