Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 909
... parameters CC4 through CC6 are values describing the threshold of relative speed in different predefined model cases . The parameters CC7 through CC9 are values describing the threshold of different predefined model states . It turns ...
... parameters CC4 through CC6 are values describing the threshold of relative speed in different predefined model cases . The parameters CC7 through CC9 are values describing the threshold of different predefined model states . It turns ...
Page 1124
... parameters in simulation models . Tests with micro - simulation model DRACULA demonstrate the sensitivity of model predictions - and perhaps policy decisions to the value of some of the key parameters . It is concluded that , depending ...
... parameters in simulation models . Tests with micro - simulation model DRACULA demonstrate the sensitivity of model predictions - and perhaps policy decisions to the value of some of the key parameters . It is concluded that , depending ...
Page 1125
... parameters required to determine such longitudinal progress include : the desired speed , the desired minimum headway , the reaction time , the rate of acceleration and the rate of deceleration . - Gap - acceptance models are used to ...
... parameters required to determine such longitudinal progress include : the desired speed , the desired minimum headway , the reaction time , the rate of acceleration and the rate of deceleration . - Gap - acceptance models are used to ...
Contents
Probabilistic Description of Traffic Breakdown | 801 |
Physics of Nucleation on Roads | 809 |
Understanding of Pavement Profiling and Validation of an Implementation | 817 |
Copyright | |
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algorithm analysis application ARCHISIM average Bashamichi behavior Beijing bicycles bus stop car-following characteristics China cities components congestion cordon cost crashes curve DCOM demand distance distribution drivers dynamic effect Engineering equation estimated evaluation factors freeway function fuzzy fuzzy logic Gaza Strip genetic algorithm headway highway Hong Kong implementation incident increase infrastructure input INRETS intersection KCRC Korea lane change measures method microsimulation mode neural network node Northern Jiaotong University operation optimization Palestinian territories paper parameters passenger planning Poisson regression problem public transport railway real-time road network route choice RTUT shows signal Simputer simulation model speed statistics strategy survey Table toll traffic accidents traffic condition traffic control traffic flow traffic safety traffic simulation trains transit Transportation Research travel behavior travel time reliability urban users variables vehicle VISSIM