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Toplam kayıt 6, listelenen: 1-6
Application of Smeed and Andreassen accident models for Turkey: Various scenario analyses
(Gazi Univ, Fac Engineering Architecture, 2008)
In this study, accident prediction models for Turkey were developed by using the historical data, between 1986 and 2005, including population (P), the number of vehicles (N), accidents (C), injuries (I), and fatalities ...
Delay estimation models for signalized intersections using differential evolution algorithm
(Academic Publication Council, 2017)
Delay is an important parameter in the optimization of traffic signals and the determination of the level of service (LOS) of a signalized intersection since it directly reflects the lost travel time and fuel consumption. ...
Restrained shrinkage cracking of self-consolidating concrete roads
(Walter De Gruyter Gmbh, 2018)
The present study is dedicated to investigate the liability of continuously reinforced concrete pavement (CRCP) cast with self-consolidating concrete (SCC) to restrained shrinkage cracking and the values of restraint ...
Comparison Of Different Approaches In Traffic Forecasting Models For The D-200 Highway In Turkey
(Fac Transport Silesian Univ Technology, 2018)
Short-term traffic estimations have a significant influence in terms of effectively controlling vehicle traffic. In this study, short-term traffic forecasting models have been developed based on different approaches. ...
Estimation Of Passenger-Kilometer And Tonne-Kilometer Values For Highway Transportation In Turkey Using The Flower Pollination Algorithm
(Fac Transport Silesian Univ Technology, 2018)
Within the scope of this study, intercity passenger and freight movements in Turkey are estimated by using the flower pollination algorithm (FPA), while demand forecasts are performed on transport systems considering ...
Investigating Parameter Interactions with the Factorial Design Method: Webster's Optimal Cycle Length Model
(Univ Osijek, Tech Fac, 2018)
Accurate estimation of cycle length is an important factor in the performance of a signalized intersection. Cycle length is determined by employing some parameters such as arrival flow, number of phase, lost time etc., but ...