Within the context of crowd-induced lateral bridge vibration, human–structure interaction (HSI) is a widely studied phenomenon. Central to this study is the self-excited component of the ground reaction force (GRF). This force harmonic, induced by a walking pedestrian, resonates with lateral deck motion, irrespective of the pedestrian׳s pacing frequency. Its presence can lead to positive feedback between pedestrian GRFs and structural motion. Characterisation of the self-excited force as equivalent structural mass and damping has greatly improved the understanding of HSI and its role in developing lateral dynamic instability. However, despite this evolving understanding, a key question has remained unanswered; what are the features of a ped...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...
This paper investigates the phenomenon of excessive pedestrian-induced lateral vibrations as observe...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...
Within the context of crowd-induced lateral bridge vibration, human–structure interaction (HSI) is a...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
Although many models of pedestrian dynamic loading have been proposed, possible bidirectional intera...
This thesis investigates human-structure interactions between pedestrians and oscillating footbridge...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
Although many models of pedestrian dynamic loading have been proposed, possible bi-directional inter...
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 ...
Pedestrian lateral excitation of bridges has received considerable attention since the la...
This paper presents a comprehensive experimental analysis of lateral forces generated by single pede...
Progress in understanding human-structure interaction (HSI) on footbridges has been hampered by the ...
The forces a walker exerts to an oscillating floor differ significantly from those exerted to a fixe...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...
This paper investigates the phenomenon of excessive pedestrian-induced lateral vibrations as observe...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...
Within the context of crowd-induced lateral bridge vibration, human–structure interaction (HSI) is a...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
Although many models of pedestrian dynamic loading have been proposed, possible bidirectional intera...
This thesis investigates human-structure interactions between pedestrians and oscillating footbridge...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
Although many models of pedestrian dynamic loading have been proposed, possible bi-directional inter...
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 ...
Pedestrian lateral excitation of bridges has received considerable attention since the la...
This paper presents a comprehensive experimental analysis of lateral forces generated by single pede...
Progress in understanding human-structure interaction (HSI) on footbridges has been hampered by the ...
The forces a walker exerts to an oscillating floor differ significantly from those exerted to a fixe...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...
This paper investigates the phenomenon of excessive pedestrian-induced lateral vibrations as observe...
Excessive human-induced vibrations of assembly structures have been reported more frequently over th...