Pedestrian lateral excitation of bridges has received considerable attention since the large vibrations of the Solférino Footbridge and the London Millennium Footbridge. Many loading models have been proposed, generally assuming frequency synchronisation of pedestrians to the bridge motion. However, some measurements from bridges and tests of pedestrians on oscillating surfaces seem to be inconsistent with this assumption. Rather they indicate self - excited forces at the bridge frequency, which is generally different from the walking frequency. A simple model of human gait has been proposed, drawing on findings in the biomechanics field, which is consist...
Footbridges can experience dynamic instability when subjected to crowd loading. This unstable behavi...
Despite a lot of effort has gone into research on human-induced vibrations of footbridges in the las...
Despite a lot of effort has gone into research on human-induced vibrations of footbridges in the las...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
Modelling pedestrian loading on lively structures such as bridges remains a challenge. This is becau...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
AbstractModelling pedestrian loading on lively structures such as bridges remains a challenge. This ...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
This thesis investigates human-structure interactions between pedestrians and oscillating footbridge...
Progress in understanding human-structure interaction (HSI) on footbridges has been hampered by the ...
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 ...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
This paper presents a comprehensive experimental analysis of lateral forces generated by single pede...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
Footbridges can experience dynamic instability when subjected to crowd loading. This unstable behavi...
Despite a lot of effort has gone into research on human-induced vibrations of footbridges in the las...
Despite a lot of effort has gone into research on human-induced vibrations of footbridges in the las...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
Modelling pedestrian loading on lively structures such as bridges remains a challenge. This is becau...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
AbstractModelling pedestrian loading on lively structures such as bridges remains a challenge. This ...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
This thesis investigates human-structure interactions between pedestrians and oscillating footbridge...
Progress in understanding human-structure interaction (HSI) on footbridges has been hampered by the ...
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 ...
The excessive lateral sway motion caused by crowds walking across footbridges has attracted great pu...
This paper presents a comprehensive experimental analysis of lateral forces generated by single pede...
This paper proposes a new load model to predict the lateral force exerted by pedestrians walking on ...
Footbridges can experience dynamic instability when subjected to crowd loading. This unstable behavi...
Despite a lot of effort has gone into research on human-induced vibrations of footbridges in the las...
Despite a lot of effort has gone into research on human-induced vibrations of footbridges in the las...