Why did the London Millennium Bridge shake when there was a big enough crowd walking on it? What features of human walking dynamics when coupled to a shaky surface produce such shaking? Here, we use a simple biped model capable of walking stably in 3D to examine these questions. We simulate multiple such stable bipeds walking simultaneously on a bridge, showing that they naturally synchronize under certain conditions, but that synchronization is not required to shake the bridge. Under such shaking conditions, the simulated walkers increase their step-widths and expend more metabolic energy than when the bridge does not shake. We also find that such bipeds can walk stably on externally shaken treadmills, synchronizing with the treadmill moti...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
Contains detailed equations of motion, additional mathematical and parametric information, additiona...
The increasing number of reported vibration serviceability problems in newly built pedestrian struct...
Why did the London Millennium Bridge shake when there was a big enough crowd walking on it? What fea...
1 minute video animation. Shows simulation of 80 pedestrians, using 80 bipeds, where the bipeds do n...
To this day, excessive response of structures subjected to pedestrian loading has been attributed to...
1 minute video animation. Shows multiple simulations and visualizations to summarize the different p...
1 minute video animation. Shows simulation of 400 pedestrians, using 80 bipeds, starting from un-syn...
Pedestrian lateral excitation of bridges has received considerable attention since the la...
This paper proposes a framework for the visualization of crowd walking synchronization on footbridge...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
1 minute video animation. Shows simulation of 240 pedestrians, using 80 bipeds, starting from un-syn...
This thesis investigates human-structure interactions between pedestrians and oscillating footbridge...
Human-induced excitations are the most dominant source in vibration of footbridges. Such vibration e...
The unexpected pedestrian-excited vibration of London’s Millennium Bridge was caused by its low damp...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
Contains detailed equations of motion, additional mathematical and parametric information, additiona...
The increasing number of reported vibration serviceability problems in newly built pedestrian struct...
Why did the London Millennium Bridge shake when there was a big enough crowd walking on it? What fea...
1 minute video animation. Shows simulation of 80 pedestrians, using 80 bipeds, where the bipeds do n...
To this day, excessive response of structures subjected to pedestrian loading has been attributed to...
1 minute video animation. Shows multiple simulations and visualizations to summarize the different p...
1 minute video animation. Shows simulation of 400 pedestrians, using 80 bipeds, starting from un-syn...
Pedestrian lateral excitation of bridges has received considerable attention since the la...
This paper proposes a framework for the visualization of crowd walking synchronization on footbridge...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
1 minute video animation. Shows simulation of 240 pedestrians, using 80 bipeds, starting from un-syn...
This thesis investigates human-structure interactions between pedestrians and oscillating footbridge...
Human-induced excitations are the most dominant source in vibration of footbridges. Such vibration e...
The unexpected pedestrian-excited vibration of London’s Millennium Bridge was caused by its low damp...
Despite considerable interest among engineers and scientists, bi-directional interaction between wal...
Contains detailed equations of motion, additional mathematical and parametric information, additiona...
The increasing number of reported vibration serviceability problems in newly built pedestrian struct...