Abstract Single-degree-of-freedom (SDOF) models are widely used as a first approximation
to simulate dynamic interactions of a walking human body with a vertically vibrating …

This paper aims to provide a novel insight into the influence of uncertainties in system-and
pedestrian-induced load parameters on the vibration response of footbridges. The study …

In the context of advancing material engineering and construction technology, structures are
evolving to be lightweight, giving rise to a heightened focus on human-induced vibration …

This study aims to evaluate the suitability of the spring-loaded inverted pendulum (SLIP)
model and three of its upgrades for modelling pedestrians in civil engineering applications …

The test object is the grandstand of the Suzhou Industrial Park Stadium. First, the structure
was tested for dynamic characteristics, including natural frequency, mode test, and damping …

The inverted pendulum model is currently a widely accepted pedestrian lateral force model
in the study of pedestrian-induced lateral vibration. The inverted pendulum model proposes …

The oscillatory behavior of the center of mass (CoM) and the ground reaction forces (GRFs)
of walking people can be successfully explained by a 2D spring‐loaded inverted pendulum …

With advances in construction techniques and building materials, lightweight and flexible
structures have been widely developed. Its light mass, low damping, and low frequency …

As human occupancy has an enormous effect on the dynamics of light, flexible, large-span,
low-damping structures, which are sensitive to human-induced vibrations, it is essential to …

Human–structure interaction is a critical element in the evaluation of human-induced
structural vibration response. Compared to an empty structure, the crowds significantly …