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2017 | OriginalPaper | Buchkapitel

Crowd-Structure Interaction in Laterally Vibrating Footbridges: Comparison of Two Fully Coupled Approaches

verfasst von : Bachar Kabalan, Pierre Argoul, Silvano Erlicher

Erschienen in: Models, Simulation, and Experimental Issues in Structural Mechanics

Verlag: Springer International Publishing

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Abstract

Two models that deal with the crowd-structure interaction have been developed. The first is a 1D continuous model and the other is a 2D discrete one. In this paper, a summary of the formulation of these two models is presented. Both approaches used to represent the pedestrian-structure coupling phenomenon are detailed and compared. We start by introducing the partial and ordinary differential equations that govern the dynamics of both the continuous and the discrete models. First, the equation of dynamics of the footbridge for the case of lateral vibrations is recalled. Then, the Kuramoto phase equation is implemented for describing the coupling between the pedestrians and the laterally moving deck of a footbridge. Results obtained from numerical simulations are presented and compared with available experimental data.

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Metadaten
Titel
Crowd-Structure Interaction in Laterally Vibrating Footbridges: Comparison of Two Fully Coupled Approaches
verfasst von
Bachar Kabalan
Pierre Argoul
Silvano Erlicher
Copyright-Jahr
2017
DOI
https://doi.org/10.1007/978-3-319-48884-4_11

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