The goal of this research is to suggest a new approach for performing dynamic origin-destination estimation on a controlled simulation network that is expanded from an existing/starting network by adding different sub-areas to the existing network. In micro-simulation analyses, estimating origin-destination (OD) is a very time consuming and data intensive process. This research presents an incremental procedure to develop dynamic OD (origin-destination) matrices for a controlled network with different sub-areas added to the starting network to avoid extensive effort in re-estimating the matrices for an existing area for which matrices are already estimated once, thus reducing the time required to obtain the OD matrices for vehicular micro-...
Dynamic Network Loading (DNL) models and Dynamic Traffic Assignment (DTA)models are an important too...
The Dynamic OD Matrix Estimation (DODME) is a hard problem since no direct full observations are ava...
987764585336592005Final reportPDFTech ReportCTS 04-11Travel demandFlowRampsTrafficEstimatingFreeways...
The goal of this research is to suggest a new approach for performing dynamic origin-destination est...
The aim of this paper is to explore a new approach to obtain better traffic demand (Origin-Destinati...
The aim of this paper is to explore a new approach to obtain better traffic demand (Origin-Destinati...
Many current traffic management schemes are tested and implemented using traffic simulation. An Orig...
The aim of this thesis is to develop a new methodology to determine dynamic Origin-Destination (OD) ...
Estimation of a travel demand in a form of origin-destination (OD) matrix is a necessary step in a c...
Given the counters of vehicles that traverse the roads of a traffic network, we reconstruct the trav...
A spectrum of traffic engineering and modern transportation planning problems requires the knowledge...
This dissertation aims to improve the performance of existing assignment-based dynamic origin-destin...
Time-Dependent Origin-Destination (OD) matrices are a key input to Dynamic Traffic Models, microscop...
Trip patterns in terms of origin-to-destination (OD) traffic flows are a key input to traffic assign...
Traffic simulation is more and more widely used and a helpful decision tool for planer and managers....
Dynamic Network Loading (DNL) models and Dynamic Traffic Assignment (DTA)models are an important too...
The Dynamic OD Matrix Estimation (DODME) is a hard problem since no direct full observations are ava...
987764585336592005Final reportPDFTech ReportCTS 04-11Travel demandFlowRampsTrafficEstimatingFreeways...
The goal of this research is to suggest a new approach for performing dynamic origin-destination est...
The aim of this paper is to explore a new approach to obtain better traffic demand (Origin-Destinati...
The aim of this paper is to explore a new approach to obtain better traffic demand (Origin-Destinati...
Many current traffic management schemes are tested and implemented using traffic simulation. An Orig...
The aim of this thesis is to develop a new methodology to determine dynamic Origin-Destination (OD) ...
Estimation of a travel demand in a form of origin-destination (OD) matrix is a necessary step in a c...
Given the counters of vehicles that traverse the roads of a traffic network, we reconstruct the trav...
A spectrum of traffic engineering and modern transportation planning problems requires the knowledge...
This dissertation aims to improve the performance of existing assignment-based dynamic origin-destin...
Time-Dependent Origin-Destination (OD) matrices are a key input to Dynamic Traffic Models, microscop...
Trip patterns in terms of origin-to-destination (OD) traffic flows are a key input to traffic assign...
Traffic simulation is more and more widely used and a helpful decision tool for planer and managers....
Dynamic Network Loading (DNL) models and Dynamic Traffic Assignment (DTA)models are an important too...
The Dynamic OD Matrix Estimation (DODME) is a hard problem since no direct full observations are ava...
987764585336592005Final reportPDFTech ReportCTS 04-11Travel demandFlowRampsTrafficEstimatingFreeways...