TY - GEN
T1 - General regression neural network method for delay modeling in dynamic network loading
AU - Celikoglu, Hilmi Berk
AU - Dell'Orco, Mauro
PY - 2008
Y1 - 2008
N2 - In vehicular traffic modeling, the effect of link capacity on travel times is generally specified through a delay function. In this paper the Generalized Regression Neural Network (GRNN) method that supports a dynamic network loading (DNL) model is utilized to model delays on an unsignalized highway node. The presented DNL model is constructed with a linear travel time function for link performances and an algorithm written with a set of rules considering the constraints of link dynamics, flow conservation, flow propagation, and boundary conditions. The GRNN method is utilized in the integrated model structure in order to provide a closer functional approximation to pre-defined flow-rate delay function, a conical delay function (CDF). Delays forming as a result of capacity constraint and flow conflicting at an unsignalised node are calculated with selected GRNN configuration after calibrating the neural network component with the CDF formulation. The output of the model structure, run solely with the CDF, is then compared to evaluate the performance of the model supported with GRNN relatively.
AB - In vehicular traffic modeling, the effect of link capacity on travel times is generally specified through a delay function. In this paper the Generalized Regression Neural Network (GRNN) method that supports a dynamic network loading (DNL) model is utilized to model delays on an unsignalized highway node. The presented DNL model is constructed with a linear travel time function for link performances and an algorithm written with a set of rules considering the constraints of link dynamics, flow conservation, flow propagation, and boundary conditions. The GRNN method is utilized in the integrated model structure in order to provide a closer functional approximation to pre-defined flow-rate delay function, a conical delay function (CDF). Delays forming as a result of capacity constraint and flow conflicting at an unsignalised node are calculated with selected GRNN configuration after calibrating the neural network component with the CDF formulation. The output of the model structure, run solely with the CDF, is then compared to evaluate the performance of the model supported with GRNN relatively.
UR - http://www.scopus.com/inward/record.url?scp=70349525182&partnerID=8YFLogxK
U2 - 10.1061/40995(322)33
DO - 10.1061/40995(322)33
M3 - Conference contribution
AN - SCOPUS:70349525182
SN - 9780784409954
T3 - Proceedings of the Conference on Traffic and Transportation Studies, ICTTS
SP - 352
EP - 362
BT - Proceedings of the 6th International Conference on Traffic and Transportation Studies Congress 2008
PB - ASCE - American Society of Civil Engineers
T2 - 6th International Conference on Traffic and Transportation Studies Congress 2008: Traffic and Transportation Studies Congress 2008, ICTTS 2008
Y2 - 5 August 2008 through 7 August 2008
ER -