To allow for a reliable prediction of the structural response induced by pedestrians, the relevant characteristics of the behaviour of the crowd should be taken into account. In this contribution, social forces are applied to simulate the flow of the pedestrian crowd. The results show that each pedestrian’s behaviour is influenced by the interaction with neighbouring pedestrians, resulting in changes in the individual walking trajectory and walking speed. These individual characteristics are translated into the necessary inputs for detailed step-by-step simulations of the pedestrian-induced forces and the resulting crowd-induced vibrations. A comprehensive numerical study is performed for two pedestrian densities. The comparison is made wit...
To this day, excessive response of structures subjected to pedestrian loading has been attributed to...
Civil engineering structures that accommodate pedestrians, such as footbridges and floors, could be ...
An emerging problem for civil engineering in the field of dynamics is the modelling of dynamic effec...
To allow for a reliable prediction of the structural response induced by pedestrians, the relevant c...
In the present paper, a detailed crowd model is applied to investigate the impact of vertical human-...
A reliable prediction of the human-induced vibrations of footbridges relies on an accurate represent...
Slender footbridges are often highly susceptible to human-induced vibrations, due to their low stiff...
After 15 years of active research on the interaction between moving people and civil engineering str...
An emerging research topic in civil engineering is the dynamic interaction between crowds ...
To allow for a more accurate description of crowd-induced loading, the present study aims to provide...
This study presents a modelling framework of human-structure interaction in the vertical direction, ...
Human-induced excitations are the most dominant source in vibration of footbridges. Such vibration e...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
To this day, excessive response of structures subjected to pedestrian loading has been attributed to...
Civil engineering structures that accommodate pedestrians, such as footbridges and floors, could be ...
An emerging problem for civil engineering in the field of dynamics is the modelling of dynamic effec...
To allow for a reliable prediction of the structural response induced by pedestrians, the relevant c...
In the present paper, a detailed crowd model is applied to investigate the impact of vertical human-...
A reliable prediction of the human-induced vibrations of footbridges relies on an accurate represent...
Slender footbridges are often highly susceptible to human-induced vibrations, due to their low stiff...
After 15 years of active research on the interaction between moving people and civil engineering str...
An emerging research topic in civil engineering is the dynamic interaction between crowds ...
To allow for a more accurate description of crowd-induced loading, the present study aims to provide...
This study presents a modelling framework of human-structure interaction in the vertical direction, ...
Human-induced excitations are the most dominant source in vibration of footbridges. Such vibration e...
Vibration induced by walking pedestrians has motivated research in the civil engineering community f...
To this day, excessive response of structures subjected to pedestrian loading has been attributed to...
Civil engineering structures that accommodate pedestrians, such as footbridges and floors, could be ...
An emerging problem for civil engineering in the field of dynamics is the modelling of dynamic effec...