This paper aims to provide a review and critical analysis of the state of the art concerning crowd-structure interaction phenomena on footbridges. The problem of lateral vibrations induced by synchronised pedestrians, namely the Synchronous Lateral Excitation, is specifically addressed. Due to the multi-physic and multi-scale nature of the complex phenomenon, several research fields can contribute to its study, from structural engineering to biomechanics, from transportation engineering to physics and applied mathematics. The different components of the overall coupled dynamical system – the structure, the crowd and their interactions – are separately analysed from both a phenomenological and modelling point of view. A special attention is ...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
In this paper a simplified biomechanical crowd-structure interaction model is proposed and validated...
This paper aims to provide a review and critical analysis of the state of the art concerning crowd-s...
This paper aims to provide a review and critical analysis of the state of the art concerning crowd-s...
A mathematical and computational model used to simulate Crowd-Structure Interaction in lively footbr...
Abstract—This paper proposes a mathematical model and a computational approach to study the complex ...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
Recently, the interest of researchers for the study of lateral oscillations of footbridges caused by...
International audienceIn this paper, a simple 1D crowd model is proposed, which aim is to properly d...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
In the present paper, a detailed crowd model is applied to investigate the impact of vertical human-...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
In this paper a simplified biomechanical crowd-structure interaction model is proposed and validated...
This paper aims to provide a review and critical analysis of the state of the art concerning crowd-s...
This paper aims to provide a review and critical analysis of the state of the art concerning crowd-s...
A mathematical and computational model used to simulate Crowd-Structure Interaction in lively footbr...
Abstract—This paper proposes a mathematical model and a computational approach to study the complex ...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
Recently, the interest of researchers for the study of lateral oscillations of footbridges caused by...
International audienceIn this paper, a simple 1D crowd model is proposed, which aim is to properly d...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
In the present paper, a detailed crowd model is applied to investigate the impact of vertical human-...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
In this paper a simplified biomechanical crowd-structure interaction model is proposed and validated...