Vibration induced by walking pedestrians has motivated research in the civil engineering community for many years. An area within this broad field that has received particular attention is the dynamic interaction that can occur between pedestrians and laterally flexible bridge structures. Perhaps the most notable example occurring on the opening day of London's Millennium Bridge. The enduring interest in this research problem is fuelled by two of its key features; (i) the sensitivity and adaptability of human balance to lateral motion and (ii) the spatial and temporal variation in flow characteristics exhibited by a pedestrian crowd. Both of these features are addressed herein. In this project an experimental campaign was executed with the ...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
Despite a lot of effort has gone into research on human-induced vibrations of footbridges in the las...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
Civil engineering structures that accommodate pedestrians, such as footbridges and floors, could be ...
Pedestrian lateral excitation of bridges has received considerable attention since the la...
Lateral loading of bridges by a crowd of walking pedestrians is of serious concern as it can lead to...
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...
This paper aims to provide a review and critical analysis of the state of the art concerning crowd-s...
Within the context of crowd-induced lateral bridge vibration, human–structure interaction (HSI) is a...
Modelling pedestrian loading on lively structures such as bridges remains a challenge. This is becau...
AbstractModelling pedestrian loading on lively structures such as bridges remains a challenge. This ...
The unexpected pedestrian-excited vibration of London’s Millennium Bridge was caused by its low damp...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
Despite a lot of effort has gone into research on human-induced vibrations of footbridges in the las...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
Civil engineering structures that accommodate pedestrians, such as footbridges and floors, could be ...
Pedestrian lateral excitation of bridges has received considerable attention since the la...
Lateral loading of bridges by a crowd of walking pedestrians is of serious concern as it can lead to...
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...
This paper aims to provide a review and critical analysis of the state of the art concerning crowd-s...
Within the context of crowd-induced lateral bridge vibration, human–structure interaction (HSI) is a...
Modelling pedestrian loading on lively structures such as bridges remains a challenge. This is becau...
AbstractModelling pedestrian loading on lively structures such as bridges remains a challenge. This ...
The unexpected pedestrian-excited vibration of London’s Millennium Bridge was caused by its low damp...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
Despite a lot of effort has gone into research on human-induced vibrations of footbridges in the las...