In this paper we propose a CA movement model based on the "Cell Transmission Model" developed by Daganzo. The cell transmission model was developed as a discrete approximation to the hydrodynamic theory of vehicular traffic flow. The proposed movement model refers instead to the motion of crowd and is required to simulate the dynamic of an egress process in tall buildings taking into account not only queue and spillback phenomena but also the capacity drop phenomenon. In fact we performed experiments that show important evidence that, for a given cross section, in presence of jam upstream the section, the pedestrian flow through the section is not always equal to the section capacity but suddenly it can drop (dropped capacity). This finding...
This contribution describes efforts to model the behavior of individual pedes-trians and their inter...
This paper presents a novel method of modelling crowd–bridge interaction using discrete element theo...
A macroscopic loading model applicable to time-dependent and congested pedestrian flows in public wa...
In this paper we propose a CA movement model based on the "Cell Transmission Model" developed by Dag...
In recent years, modelling crowd and evacuation dynamics has become very important, with in-creasing...
This dissertation shows a kinetic approach for pedestrian dynamics. First, we model the evacuation o...
In this report we describe the phenomenon of pedestrian flow in case of large crowds leaving stadium...
Experiments have been organised for studying pedestrian behaviour in oversaturated conditions: the d...
The architectural design of doors, gates and corridors can significantly contribute to crowd safety....
The avoidance behavior of pedestrians was characterized in the present paper by simulating the movem...
© 2018 Dr Zahra ShahhoseiniModelling pedestrian crowd movement and behaviour has emerged in the rece...
We present a method of predicting pedestrian route choice behavior and physical congestion during th...
© 2021 Abdullah AlhawsawiThe ability to accurately model and simulate the interactions between pedes...
Abstract. We analyze numerically two macroscopic models of crowd dynamics: the classical Hughes mode...
The increasing importance and magnitude of large-scale events in our society calls for continuous re...
This contribution describes efforts to model the behavior of individual pedes-trians and their inter...
This paper presents a novel method of modelling crowd–bridge interaction using discrete element theo...
A macroscopic loading model applicable to time-dependent and congested pedestrian flows in public wa...
In this paper we propose a CA movement model based on the "Cell Transmission Model" developed by Dag...
In recent years, modelling crowd and evacuation dynamics has become very important, with in-creasing...
This dissertation shows a kinetic approach for pedestrian dynamics. First, we model the evacuation o...
In this report we describe the phenomenon of pedestrian flow in case of large crowds leaving stadium...
Experiments have been organised for studying pedestrian behaviour in oversaturated conditions: the d...
The architectural design of doors, gates and corridors can significantly contribute to crowd safety....
The avoidance behavior of pedestrians was characterized in the present paper by simulating the movem...
© 2018 Dr Zahra ShahhoseiniModelling pedestrian crowd movement and behaviour has emerged in the rece...
We present a method of predicting pedestrian route choice behavior and physical congestion during th...
© 2021 Abdullah AlhawsawiThe ability to accurately model and simulate the interactions between pedes...
Abstract. We analyze numerically two macroscopic models of crowd dynamics: the classical Hughes mode...
The increasing importance and magnitude of large-scale events in our society calls for continuous re...
This contribution describes efforts to model the behavior of individual pedes-trians and their inter...
This paper presents a novel method of modelling crowd–bridge interaction using discrete element theo...
A macroscopic loading model applicable to time-dependent and congested pedestrian flows in public wa...