Pregled bibliografske jedinice broj: 821954
Evaluation of the calibrated microsimulation traffic model by using queue parameters
Evaluation of the calibrated microsimulation traffic model by using queue parameters // Road and Rail Infrastructure IV / Lakušić, Stjepan (ur.).
Zagreb, 2016. str. 59-65 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 821954 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Evaluation of the calibrated microsimulation traffic
model by using queue parameters
Autori
Ištoka Otković, Irena ; Šraml, Matjaž
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Road and Rail Infrastructure IV
/ Lakušić, Stjepan - Zagreb, 2016, 59-65
Skup
4th International Conference on Road and Rail Infrastructure CETRA 2016
Mjesto i datum
Šibenik, Hrvatska, 23.05.2016. - 25.05.2016
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
queue parameters ; microsimulations ; VISSIM ; roundabouts
Sažetak
Application of microsimulation models in traffic analysis is a common professional practice. Methodology of calibration of microsimulation models is not finally adopted and various approaches are available. One of the available calibration methods is neural network approach for calibration of microsimulation traffic model. The comparison of the simulated and measured traffic indicators, in real traffic conditions, provides the best insight into the success of the model calibration process. The traffic indicator, used for the calibration of the model, is the travel time between the measuring points at a chosen urban intersection. The calibrated model has predicted the travel time for new sets of measured data at the same intersection with the prediction error smaller than 5%. This paper analyses the simulation results for the traffic indicators that were not used in the model calibration – the queue parameters. The selected queue parameters are the maximum queue at the entrance and number of stops at the intersection entrance. The model has been additionally applied to the other intersection, in order to simulate its queue parameters. This has provided us with an insight into the issue of whether the calibration model is applicable only to the intersection for which the calibration has been done or it can have a wider application.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Tehnologija prometa i transport
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Profili:
Irena Ištoka Otković
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Conference Proceedings Citation Index - Science (CPCI-S)