|
traffic management |
6 |
|
traffic congestion |
5 |
|
gis |
4 |
|
internet |
4 |
|
multimedia |
4 |
|
multinominal logit model |
4 |
|
stated preference survey |
4 |
|
alternative fuel vehicles |
3 |
|
cluster analysis |
3 |
|
congestion |
3 |
|
congestion pricing |
3 |
|
departure time choice |
3 |
|
discrete choice |
3 |
|
dynamic traffic assignment |
3 |
|
existence |
3 |
|
finite element method |
3 |
|
genetic algorithm |
3 |
|
hong kong |
3 |
|
intersections |
3 |
|
mnl model |
3 |
|
multiple user classes |
3 |
|
pedestrians |
3 |
|
public light bus |
3 |
|
public transport |
3 |
|
rank data |
3 |
|
rank data reliability |
3 |
|
stated preference surveys |
3 |
|
time-varying toll |
3 |
|
traffic assignment |
3 |
|
traffic equilibrium |
3 |
|
traffic signals |
3 |
|
uniqueness |
3 |
|
user equilibrium |
3 |
|
accessible taxis |
2 |
|
accident analysis |
2 |
|
accident counts |
2 |
|
ageing society |
2 |
|
aging population |
2 |
|
airport competition |
2 |
|
airport coordination |
2 |
|
algorithms |
2 |
|
arrival time choice |
2 |
|
assignment |
2 |
|
assignment, information |
2 |
|
auto-toll lane marking |
2 |
|
automatic vehicle identification |
2 |
|
autoregression analysis |
2 |
|
autoregressive integrated moving average (arima) |
2 |
|
bayesian inference |
2 |
|
before and after study |
2 |
|
before-and-after analysis |
2 |
|
before-and-after study |
2 |
|
behavior of vacant taxi drivers |
2 |
|
bi-level transport problems |
2 |
|
binary logistic regression model |
2 |
|
bus network design |
2 |
|
calibration |
2 |
|
capacity restraint |
2 |
|
cell-based network |
2 |
|
cemetery and columbarium trips |
2 |
|
city form |
2 |
|
combined forecasting |
2 |
|
comparison group |
2 |
|
comparison group method |
2 |
|
conditional autoregressive prior |
2 |
|
continuous equilibrium modelling |
2 |
|
continuous model |
2 |
|
continuum |
2 |
|
continuum model |
2 |
|
continuum modeling |
2 |
|
continuum modelling |
2 |
|
continuum transportation system |
2 |
|
convergence criterion |
2 |
|
cordon |
2 |
|
cross-country comparisons |
2 |
|
customer-search |
2 |
|
customer-searching strategy |
2 |
|
demand management measures |
2 |
|
demand-supply equilibrium |
2 |
|
development stages |
2 |
|
discrete choice model |
2 |
|
distribution |
2 |
|
driver behavior |
2 |
|
driving rules |
2 |
|
dynamic |
2 |
|
dynamic assignment |
2 |
|
dynamic transit assignment |
2 |
|
elderly |
2 |
|
elderly mobility |
2 |
|
engineering |
2 |
|
enhanced sequential logit model |
2 |
|
entropy maximisation |
2 |
|
entropy maximization |
2 |
|
environmental sustainability |
2 |
|
experimental approach |
2 |
|
experimentation |
2 |
|
exponential smoothing method |
2 |
|
finite element |
2 |
|
finite element method. |
2 |
|
first preference recovery |
2 |
|
fixed demand |
2 |
|
frequency setting problem |
2 |
|
frequency-based |
2 |
|
global |
2 |
|
global positioning system |
2 |
|
global positioning system data |
2 |
|
high-density and transit-oriented cities |
2 |
|
highway management |
2 |
|
highway traffic control |
2 |
|
hk-prd region |
2 |
|
holt's method |
2 |
|
household interview survey |
2 |
|
importance-satisfaction analysis |
2 |
|
information provision |
2 |
|
irregularly spaced time series data |
2 |
|
isolated junctions |
2 |
|
iterative methods |
2 |
|
kirchhoff's plates |
2 |
|
land-use and transportation |
2 |
|
lane markings |
2 |
|
lane-based optimization method |
2 |
|
logit-opportunity model |
2 |
|
lowry model |
2 |
|
management/transport planning |
2 |
|
mathematical modelling |
2 |
|
measurement |
2 |
|
method of successive averages |
2 |
|
mid-block crossing |
2 |
|
mixed logit model |
2 |
|
model validation |
2 |
|
models |
2 |
|
moment intensity factors |
2 |
|
multi-airport region |
2 |
|
multi-class |
2 |
|
multi-facility |
2 |
|
multi-period analysis |
2 |
|
multimodal public transit network |
2 |
|
multiple parking facility types |
2 |
|
multiple vehicle classes |
2 |
|
natural frequency |
2 |
|
neighborhood search |
2 |
|
nested logit model |
2 |
|
neural network |
2 |
|
numerical methods |
2 |
|
o-d matrix estimation |
2 |
|
odds ratio test |
2 |
|
optimal control systems |
2 |
|
ordered probit model |
2 |
|
origin-destination matrix estimation |
2 |
|
parallel computing |
2 |
|
parking accumulation profile |
2 |
|
parking model |
2 |
|
path-finding algorithm |
2 |
|
pedestrian |
2 |
|
pedestrian injury severity |
2 |
|
performance evaluation |
2 |
|
priority seats |
2 |
|
probability of success |
2 |
|
public transport concession fare schemes |
2 |
|
public transport fare subsidy scheme |
2 |
|
public transport policy measures |
2 |
|
public transport services |
2 |
|
qualitative assessment |
2 |
|
quantified road safety target |
2 |
|
rate of return |
2 |
|
reasonable path |
2 |
|
road fatality |
2 |
|
road network equilibrium |
2 |
|
road pricing |
2 |
|
road safety |
2 |
|
road safety components |
2 |
|
road safety strategy |
2 |
|
roads & highways |
2 |
|
route choice |
2 |
|
route design problem |
2 |
|
route swapping |
2 |
|
schedule-based |
2 |
|
schedule-based transit network |
2 |
|
search path |
2 |
|
sequential logit model |
2 |
|
short-term traffic speed forecasting |
2 |
|
signal-controlled junctions |
2 |
|
signalized intersection |
2 |
|
sparse algorithm |
2 |
|
spatial logit model |
2 |
|
spatio-temporal travel characteristics |
2 |
|
speed limit |
2 |
|
statistical issues |
2 |
|
stochastic |
2 |
|
structural analysis (engineering). |
2 |
|
taxi |
2 |
|
taxi customer-search |
2 |
|
taxi customer-search behavior |
2 |
|
taxi customer-searching behaviour |
2 |
|
taxi hailing behavior |
2 |
|
taxi stand |
2 |
|
taxi stands |
2 |
|
time dependence |
2 |
|
time series analysis |
2 |
|
time-dependent |
2 |
|
toll plaza |
2 |
|
traffic analysis |
2 |
|
traffic engineering |
2 |
|
traffic engineering/transport |
2 |
|
traffic safety |
2 |
|
traffic surveys |
2 |
|
transit assignment |
2 |
|
transit assignment model validation |
2 |
|
transit network |
2 |
|
transit network assignment |
2 |
|
transit-oriented city |
2 |
|
transport characteristics |
2 |
|
transport planning |
2 |
|
transportation models |
2 |
|
transportation planning |
2 |
|
treatment group |
2 |
|
trip planning |
2 |
|
two-dimensional flow |
2 |
|
two-stage approach |
2 |
|
urban areas |
2 |
|
urban development |
2 |
|
urban taxi |
2 |
|
urban taxis |
2 |
|
user-optimal pattern |
2 |
|
variable demand |
2 |
|
vehicle emission models |
2 |
|
virtual reality |
2 |
|
0-1 integer programming |
1 |
|
76m12 |
1 |
|
acceleration |
1 |
|
accident prevention |
1 |
|
accident prevention - methods - statistics & numerical data |
1 |
|
accident surveillance system |
1 |
|
accidents |
1 |
|
accidents, traffic - classification - mortality - prevention & control - statistics & numerical data |
1 |
|
accidents, traffic - classification - statistics & numerical data |
1 |
|
accidents, traffic - mortality - prevention & control |
1 |
|
accidents, traffic - mortality - statistics & numerical data |
1 |
|
accidents, traffic - prevention & control - statistics & numerical data |
1 |
|
activity-based approach |
1 |
|
activity-based bottleneck model |
1 |
|
activity-based exposure measures |
1 |
|
activity-based model |
1 |
|
adjustment factors |
1 |
|
adolescent |
1 |
|
adult |
1 |
|
advanced traveler information system |
1 |
|
advanced traveler information systems |
1 |
|
advection-diffusion equation |
1 |
|
aged |
1 |
|
air quality |
1 |
|
air transport liberalization |
1 |
|
airline network |
1 |
|
alcohol blood level |
1 |
|
alcohol consumption |
1 |
|
alcohol drinking |
1 |
|
allocation of new lines |
1 |
|
alternating direction method of multipliers |
1 |
|
anisotropic |
1 |
|
approximate kortewegde vries equation (kdv) solution |
1 |
|
area traffic control |
1 |
|
areal traffic safety |
1 |
|
atmospheric dispersion |
1 |
|
augmented lagrangian dual algorithm |
1 |
|
auncertain demand |
1 |
|
automatic vehicle identification data |
1 |
|
automobile driving |
1 |
|
autoregressive moving average (arima) model |
1 |
|
aw and rascle model |
1 |
|
back-moving jams |
1 |
|
bayes theorem |
1 |
|
bayesian analysis |
1 |
|
bayesian binary quantile regression |
1 |
|
bayesian data fusion |
1 |
|
bayesian hierarchical model |
1 |
|
bayesian imputation |
1 |
|
bayesian methods |
1 |
|
bayesian negative-binomial car model |
1 |
|
bayesian quantile regression for ordinal model |
1 |
|
bayesian spatial model |
1 |
|
before-and-after evaluation |
1 |
|
behavioral inertia |
1 |
|
bi-level program |
1 |
|
bi-level programming |
1 |
|
bicycle crashes |
1 |
|
bicycle flow |
1 |
|
bicycle flow dynamics |
1 |
|
bicycling |
1 |
|
bidirectional flow |
1 |
|
bidirectional interactions |
1 |
|
bidirectional pedestrian movements |
1 |
|
big data era |
1 |
|
bilevel model |
1 |
|
bimodal transportation system design |
1 |
|
binary logistic regression |
1 |
|
bivariate conditional autoregressive model |
1 |
|
bivariate logistic-tobit model |
1 |
|
body weight |
1 |
|
bootstrap resampling method |
1 |
|
bootstrap standard error |
1 |
|
bot |
1 |
|
bot contract |
1 |
|
bottleneck |
1 |
|
bottleneck capacity |
1 |
|
bottleneck effects |
1 |
|
bottleneck model |
1 |
|
bottlenecks |
1 |
|
bounded rationality |
1 |
|
breath analysis |
1 |
|
camera calibration |
1 |
|
capacity constraint |
1 |
|
capacity drop |
1 |
|
capacity maximization |
1 |
|
capacity reliability |
1 |
|
car-following model |
1 |
|
car-following models |
1 |
|
cell transmission model |
1 |
|
cellular automata |
1 |
|
cellular automata models |
1 |
|
cellular automaton models |
1 |
|
characteristic speed |
1 |
|
child |
1 |
|
child, preschool |
1 |
|
chinese population |
1 |
|
city cluster |
1 |
|
city planning |
1 |
|
collection |
1 |
|
collision avoidance behavior |
1 |
|
collision injuries |
1 |
|
collision rate |
1 |
|
collision severity |
1 |
|
column generation |
1 |
|
combined travel demand model |
1 |
|
comparative static analysis |
1 |
|
comparative studies |
1 |
|
competition |
1 |
|
competitive equilibria |
1 |
|
complex geometries |
1 |
|
composite links unit |
1 |
|
computer simulation |
1 |
|
confidence level |
1 |
|
congestion externality |
1 |
|
connected vehicle penetration rate |
1 |
|
conservation equation |
1 |
|
conservation form |
1 |
|
conservation law |
1 |
|
conservative scheme |
1 |
|
constrained queue length estimation |
1 |
|
continuous equilibrium model |
1 |
|
continuous network design problem |
1 |
|
continuum approach |
1 |
|
continuum modeling approach (連續模擬方法) |
1 |
|
continuum system |
1 |
|
convex combination algorithm |
1 |
|
convolutional neural network |
1 |
|
cooperative control |
1 |
|
correlation |
1 |
|
cost distribution |
1 |
|
cost flow function |
1 |
|
cost potential |
1 |
|
costs |
1 |
|
count data model |
1 |
|
counter-flow |
1 |
|
counter-flows |
1 |
|
covid-19 |
1 |
|
crash frequency |
1 |
|
crash frequency by severity |
1 |
|
crash frequency prediction |
1 |
|
crash incidence |
1 |
|
crash rate |
1 |
|
crash rate by severity |
1 |
|
crash rates by severity |
1 |
|
crash risk |
1 |
|
crash severity |
1 |
|
cross validation |
1 |
|
cross-cultural comparison |
1 |
|
cross-sectional studies |
1 |
|
crowd force |
1 |
|
cycle length minimization |
1 |
|
data aggregation (da) |
1 |
|
data and information technology |
1 |
|
data filtering |
1 |
|
data fusion |
1 |
|
data models |
1 |
|
daytime and nighttime |
1 |
|
decomposition approach |
1 |
|
deep learning |
1 |
|
deep learning model |
1 |
|
delay minimization |
1 |
|
delay probability |
1 |
|
demand |
1 |
|
demand variability |
1 |
|
demand-side management |
1 |
|
density of radial major roads |
1 |
|
density-velocity relationship |
1 |
|
derogatory eigenproblems |
1 |
|
dg scheme |
1 |
|
direction choice |
1 |
|
discontinuous flow-density relationship |
1 |
|
discontinuous flux |
1 |
|
discontinuous fluxes |
1 |
|
discontinuous galerkin method |
1 |
|
discrete space representations |
1 |
|
discrete system |
1 |
|
discriminant model |
1 |
|
dissipation |
1 |
|
distribution center |
1 |
|
domain transformation |
1 |
|
drink driving |
1 |
|
drink-driving |
1 |
|
drinking behaviour |
1 |
|
driver experience |
1 |
|
driver gender |
1 |
|
driving behavior |
1 |
|
driving distraction |
1 |
|
driving fatigue |
1 |
|
driving performance |
1 |
|
driving performance stability |
1 |
|
driving simulator |
1 |
|
dynamic continuum modeling |
1 |
|
dynamic continuum user equilibrium |
1 |
|
dynamic system optimal |
1 |
|
dynamic warehousing problem |
1 |
|
effective crash risk cost |
1 |
|
eikonal equation |
1 |
|
eikonal-type equation |
1 |
|
elastic demand |
1 |
|
elastic waves |
1 |
|
elasticity |
1 |
|
empirical studies |
1 |
|
empirical study |
1 |
|
energy saving |
1 |
|
enforcement |
1 |
|
engquist-osher flux |
1 |
|
entropy solution |
1 |
|
environment design |
1 |
|
equilibrated network |
1 |
|
equilibrium |
1 |
|
equilibrium assignment |
1 |
|
errors |
1 |
|
estimation |
1 |
|
ethanol |
1 |
|
evacuation |
1 |
|
evaluation model |
1 |
|
evidence-based policymaking |
1 |
|
evolutionary network |
1 |
|
experiment |
1 |
|
experiments |
1 |
|
exponential smoothing (es) |
1 |
|
exposure |
1 |
|
fast marching method |
1 |
|
fast sweeping method |
1 |
|
feature extraction |
1 |
|
female |
1 |
|
finite element scheme |
1 |
|
finite element solution |
1 |
|
finite volume method |
1 |
|
finite volume scheme |
1 |
|
first-best solution |
1 |
|
fixed-point model |
1 |
|
fixed-time signal settings |
1 |
|
flexible work-hour scheme |
1 |
|
flow stability |
1 |
|
fog weather |
1 |
|
friction effect |
1 |
|
front tracking algorithm |
1 |
|
fuel consumption |
1 |
|
full bayesian method |
1 |
|
functional principal component analysis |
1 |
|
fundamental diagram |
1 |
|
fundamental diagrams |
1 |
|
fuzzy-neural model |
1 |
|
galerkin method |
1 |
|
gamma distribution |
1 |
|
gas dynamic analogy |
1 |
|
gated recurrent unit |
1 |
|
gaussian approximation |
1 |
|
general mixture model |
1 |
|
generalized linear model |
1 |
|
geometry |
1 |
|
global convergence |
1 |
|
global integration |
1 |
|
global proactive-optimization scheme |
1 |
|
godunov flux |
1 |
|
godunov scheme |
1 |
|
gps |
1 |
|
gridlock |
1 |
|
group-based derivatives |
1 |
|
hamilton-jacobi equation |
1 |
|
hands-free cellular phone conversational cognitive task |
1 |
|
hazard-based model |
1 |
|
health & safety |
1 |
|
heckman selection model |
1 |
|
heterogeneity |
1 |
|
heterogeneous drivers |
1 |
|
heterogeneous platoon |
1 |
|
heterogeneous risk aversion |
1 |
|
heterogeneous travelers |
1 |
|
heteroscedasticity |
1 |
|
heuristic method |
1 |
|
heuristic-based model |
1 |
|
hierarchical choice structure |
1 |
|
hierarchical modal choice |
1 |
|
high speed railway |
1 |
|
high-speed railway |
1 |
|
higher-order traffic flow model |
1 |
|
higher-order traffic model |
1 |
|
hill-climbing algorithm |
1 |
|
homogeneous and heterogeneous preferences |
1 |
|
hong kong - epidemiology |
1 |
|
hosmer-lemeshow statistic |
1 |
|
household residential location choice |
1 |
|
housing allocation |
1 |
|
housing allocation pattern |
1 |
|
housing allocation problem |
1 |
|
housing choice |
1 |
|
housing market |
1 |
|
housing markets |
1 |
|
humans |
1 |
|
hyperbolic conservation law |
1 |
|
hyperbolic conservation laws |
1 |
|
hyperbolicity |
1 |
|
hysteresis |
1 |
|
implicit enumeration |
1 |
|
importance score |
1 |
|
in-buildings |
1 |
|
inaccuracy |
1 |
|
incident impacts |
1 |
|
incomplete exposure |
1 |
|
incremental queue accumulations |
1 |
|
information benefit |
1 |
|
information technology |
1 |
|
inhomogeneous highway |
1 |
|
inhomogeneous road conditions |
1 |
|
initial value problem |
1 |
|
injury scale |
1 |
|
injury severities |
1 |
|
injury severity |
1 |
|
injury severity score |
1 |
|
instability |
1 |
|
integer linear programing |
1 |
|
integer linear programming |
1 |
|
integerlinear programming |
1 |
|
integrated rail and property development |
1 |
|
integrated rail-property development |
1 |
|
intelligent transportation systems |
1 |
|
interaction effect |
1 |
|
intermodal equilibrium |
1 |
|
intersecting flows |
1 |
|
intersection capacity |
1 |
|
intersection field of view |
1 |
|
interval prediction |
1 |
|
investment |
1 |
|
isolated junction |
1 |
|
isolated signal-controlled junction |
1 |
|
isolated signalized junction |
1 |
|
iterative solver |
1 |
|
jaywalking |
1 |
|
joint probability |
1 |
|
joint probability model |
1 |
|
jordan blocks |
1 |
|
jordan chains |
1 |
|
journey time variability |
1 |
|
kalman filter |
1 |
|
kinematic wave model |
1 |
|
ksi risk |
1 |
|
lagrange coordinates |
1 |
|
lagrangian relaxation |
1 |
|
land use |
1 |
|
lane changing behaviors |
1 |
|
lane changing probability |
1 |
|
lane formation |
1 |
|
lane use |
1 |
|
lane-based control delay |
1 |
|
lane-based method |
1 |
|
lane-based travel time distribution |
1 |
|
lane-changing rules |
1 |
|
lax-friedrichs flux |
1 |
|
lax-friedrichs scheme |
1 |
|
least-squares problem |
1 |
|
legislation |
1 |
|
length of stay - statistics & numerical data |
1 |
|
level of ambition |
1 |
|
level of service |
1 |
|
levenberg-marquardt |
1 |
|
lighthill-whitham-richards models |
1 |
|
limited visibility |
1 |
|
linear data projection |
1 |
|
linear monocentric city |
1 |
|
linear stability analysis |
1 |
|
load modeling |
1 |
|
local discontinuous galerkin method |
1 |
|
local reactive-control policy |
1 |
|
location routing |
1 |
|
logistic models |
1 |
|
logistic regression |
1 |
|
logistic regression diagnostics |
1 |
|
logit model |
1 |
|
logit-type distribution function |
1 |
|
long-term effect |
1 |
|
looking habit |
1 |
|
lwr model |
1 |
|
lwr shock-fitting algorithm |
1 |
|
machine learning approach |
1 |
|
macroscopic bureau of public road |
1 |
|
macroscopic bureau of public roads |
1 |
|
macroscopic bureau of public roads function |
1 |
|
macroscopic fundamental diagram |
1 |
|
macroscopic model |
1 |
|
macroscopic underwood’s model |
1 |
|
maintenance scheduling |
1 |
|
maladaptation |
1 |
|
male |
1 |
|
management |
1 |
|
marginal-activity utility function |
1 |
|
market equilibrium |
1 |
|
market friction |
1 |
|
market penetration |
1 |
|
market regime |
1 |
|
market segmentation analysis |
1 |
|
market share |
1 |
|
markov chain monte carlo (mcmc) approach |
1 |
|
markov chains |
1 |
|
mathematical calculation |
1 |
|
mathematical modeling |
1 |
|
mathematical programming |
1 |
|
mathematical programming approach |
1 |
|
mathematics |
1 |
|
measure of effectiveness |
1 |
|
measurement errors |
1 |
|
meeting function |
1 |
|
memory effect |
1 |
|
microscopic pedestrians |
1 |
|
middle aged |
1 |
|
misclassification |
1 |
|
mixed itinerary-size weibit model |
1 |
|
mixed logistic regression |
1 |
|
mixed-integer program |
1 |
|
mobile data sources |
1 |
|
modal split |
1 |
|
model applications (模型的應用) |
1 |
|
model calibration |
1 |
|
model developments (模型的發展) |
1 |
|
model validation and calibration |
1 |
|
model-based approach |
1 |
|
modeling |
1 |
|
models, statistical |
1 |
|
monocentric |
1 |
|
monopoly |
1 |
|
monotone numerical fluxes |
1 |
|
monte carlo analysis |
1 |
|
monte carlo method |
1 |
|
monte carlo simulation |
1 |
|
moving average (ma) |
1 |
|
multi-class lwr model |
1 |
|
multi-class traffic flow |
1 |
|
multi-class travelers |
1 |
|
multi-commodity |
1 |
|
multi-lane roundabout |
1 |
|
multi-resolution data |
1 |
|
multidirectional flow |
1 |
|
multimodal travel patterns |
1 |
|
multinomial logit model |
1 |
|
multiple parking facilities |
1 |
|
multiple vehicle modes |
1 |
|
multiple-correspondence analysis |
1 |
|
multiple-vehicle crash |
1 |
|
multiple-vehicle crash frequency |
1 |
|
multivariate analysis |
1 |
|
multivariate random-parameters tobit model |
1 |
|
multivariate tobit model |
1 |
|
national road pricing |
1 |
|
negative binomial regression |
1 |
|
net present value approach |
1 |
|
network design |
1 |
|
network design problem |
1 |
|
network equilibrium |
1 |
|
network features |
1 |
|
network model |
1 |
|
network reliability |
1 |
|
network topological effects |
1 |
|
networks/graphs: applications, flow algorithms |
1 |
|
neural network (nn) |
1 |
|
non-collision injuries |
1 |
|
non-monotone line search |
1 |
|
non-strictly hyperbolic conservation laws |
1 |
|
nonlinear pricing |
1 |
|
nonlinear program |
1 |
|
nonlinear relationship |
1 |
|
nonlinear transport models |
1 |
|
number of operators |
1 |
|
numerical experiment |
1 |
|
numerical simulation |
1 |
|
numerical solution |
1 |
|
numerical stability |
1 |
|
obstruction |
1 |
|
occupant injury severity |
1 |
|
oligopolistic competition |
1 |
|
online rolling training procedure |
1 |
|
optimal deployment |
1 |
|
optimisation |
1 |
|
optimization |
1 |
|
order exponential function |
1 |
|
organisation for economic co-operation and development |
1 |
|
over-crowded situation |
1 |
|
over-fitting |
1 |
|
overtaking |
1 |
|
overtaking distance |
1 |
|
panel data |
1 |
|
pareto efficiency |
1 |
|
pareto-improving |
1 |
|
park-and-ride |
1 |
|
parking |
1 |
|
parking charge |
1 |
|
parking choice |
1 |
|
parking location |
1 |
|
parking supply |
1 |
|
partial differential equation |
1 |
|
partial linearization approach |
1 |
|
passenger orientation |
1 |
|
path choice |
1 |
|
path-choice strategy |
1 |
|
pavement markings |
1 |
|
pedestrian casualty |
1 |
|
pedestrian counterflow |
1 |
|
pedestrian crash |
1 |
|
pedestrian crash frequency |
1 |
|
pedestrian crossing behavior |
1 |
|
pedestrian crowd dynamics |
1 |
|
pedestrian decision model |
1 |
|
pedestrian evacuation |
1 |
|
pedestrian evacuations |
1 |
|
pedestrian experiment |
1 |
|
pedestrian exposure |
1 |
|
pedestrian flow |
1 |
|
pedestrian flows |
1 |
|
pedestrian route choice |
1 |
|
pedestrian safety |
1 |
|
pedestrian simulation |
1 |
|
pedestrian stream model |
1 |
|
penalty system |
1 |
|
phase-plane analysis |
1 |
|
physically bounded solution |
1 |
|
physics |
1 |
|
piecewise quadratic flow-density relationship |
1 |
|
piecewise quadratic fundamental diagram |
1 |
|
planning |
1 |
|
planning and forecasting |
1 |
|
poisson distribution |
1 |
|
poisson jump |
1 |
|
poisson regression |
1 |
|
police - statistics & numerical data |
1 |
|
police report |
1 |
|
polycentric urban area |
1 |
|
polycentric urban city |
1 |
|
population density |
1 |
|
population surveillance |
1 |
|
population uncertainty |
1 |
|
population volatility |
1 |
|
prediction algorithms |
1 |
|
predictive dynamic user-optimal model |
1 |
|
predictive models |
1 |
|
predictive performance |
1 |
|
predictive user equilibrium |
1 |
|
predictive user-equilibrium |
1 |
|
predictive user-optimal principle |
1 |
|
priority junction |
1 |
|
profit maximization |
1 |
|
program evaluation |
1 |
|
project appraisals |
1 |
|
projection method |
1 |
|
psychotropic drugs |
1 |
|
public bus |
1 |
|
quantile selection model |
1 |
|
quasi-induced exposure method |
1 |
|
questionnaire survey |
1 |
|
queue-length estimation |
1 |
|
radial basis function neural network |
1 |
|
rail line design |
1 |
|
rail transit |
1 |
|
rainfall intensity |
1 |
|
ramp |
1 |
|
random breath test |
1 |
|
random effect model |
1 |
|
random parameter model |
1 |
|
random parameter probit model |
1 |
|
random parameters |
1 |
|
random utility |
1 |
|
random-parameter model |
1 |
|
rankine-hugoniot condition |
1 |
|
reactive delay time |
1 |
|
reactive dynamic user equilibrium |
1 |
|
real option approach |
1 |
|
real options |
1 |
|
red light camera |
1 |
|
red light violation |
1 |
|
red light violations |
1 |
|
red-light violation |
1 |
|
refined cells |
1 |
|
regulation |
1 |
|
regulatory regimes |
1 |
|
reliability |
1 |
|
reliability analysis |
1 |
|
reliable facility location |
1 |
|
reserve capacity |
1 |
|
residential locations |
1 |
|
residential/household distribution |
1 |
|
resolution incompatibility |
1 |
|
riemann problem |
1 |
|
risk assessment - statistics & numerical data |
1 |
|
road network |
1 |
|
road network connectivity |
1 |
|
road network patterns |
1 |
|
road safety target |
1 |
|
road traffic safety |
1 |
|
roads |
1 |
|
rolling horizon approach |
1 |
|
rolling-horizon approach |
1 |
|
roundabout |
1 |
|
route allocation |
1 |
|
rule extraction |
1 |
|
rule-based approach |
1 |
|
s-curve |
1 |
|
safe distance |
1 |
|
safety & hazards |
1 |
|
safety - standards - statistics & numerical data |
1 |
|
safety - statistics & numerical data |
1 |
|
safety reliability |
1 |
|
sample average approximation |
1 |
|
scale economies |
1 |
|
scaling factors |
1 |
|
scheduling/timetabling problem |
1 |
|
search friction |
1 |
|
search frictions |
1 |
|
segment blockage |
1 |
|
segre characteristic |
1 |
|
selection bias |
1 |
|
self-organization |
1 |
|
semi-discrete model |
1 |
|
sensitivity analysis |
1 |
|
sensitivity and specificity |
1 |
|
set covering |
1 |
|
shock |
1 |
|
shock discontinuities |
1 |
|
shock wave |
1 |
|
shock-fitting algorithm |
1 |
|
short-term traffic speed prediction |
1 |
|
signal control with uncertainty |
1 |
|
signal coordination |
1 |
|
signal optimization |
1 |
|
signal settings |
1 |
|
signal-controlled junction |
1 |
|
signal-controlled network |
1 |
|
signalized crossing |
1 |
|
signalized crosswalks |
1 |
|
signalized intersections |
1 |
|
simulation platform |
1 |
|
simultaneous departure time and route choice |
1 |
|
simultaneous equation model |
1 |
|
simultaneous equation system |
1 |
|
simultaneous equations |
1 |
|
single-vehicle crash |
1 |
|
smooth transition layer |
1 |
|
social equity |
1 |
|
social force model |
1 |
|
social optimum |
1 |
|
space syntax |
1 |
|
space-time interaction |
1 |
|
spatial analysis |
1 |
|
spatial correlation |
1 |
|
spatial heterogeneity |
1 |
|
spatial queue |
1 |
|
spatial-temporal analysis. |
1 |
|
spatially varying fluxes |
1 |
|
spatio-temporal correlation |
1 |
|
speed heterogeneity |
1 |
|
speed-density relationship |
1 |
|
spillback |
1 |
|
stability |
1 |
|
stability analysis |
1 |
|
standard error estimation |
1 |
|
stated preference |
1 |
|
static traffic assignment |
1 |
|
stationary data sources |
1 |
|
statistical analysis |
1 |
|
statistics as topic |
1 |
|
step tolling |
1 |
|
stochastic and time-dependent network |
1 |
|
stochastic link-based fundamental diagram |
1 |
|
stochastic modeling |
1 |
|
stochastic particle dynamics (theory) |
1 |
|
stochastic processes |
1 |
|
stochastic user equilibrium |
1 |
|
stop-and-go traffic |
1 |
|
stop-and-go wave |
1 |
|
stop-and-go waves |
1 |
|
street drugs |
1 |
|
street pattern |
1 |
|
structural equation modeling |
1 |
|
structure optimization |
1 |
|
substance abuse detection |
1 |
|
supply |
1 |
|
survival analysis |
1 |
|
sustainable toll design |
1 |
|
systematic bias |
1 |
|
taxi industry |
1 |
|
taxi market |
1 |
|
taxi movements |
1 |
|
taxi regulation |
1 |
|
taxi safety |
1 |
|
taxi service |
1 |
|
taxi services |
1 |
|
taxi traffic |
1 |
|
taxi transportation |
1 |
|
taxi utilization |
1 |
|
temporal correlation |
1 |
|
temporal pattern |
1 |
|
text messaging |
1 |
|
the stringency of restriction policy |
1 |
|
ticket pricing |
1 |
|
time of crossing harbour |
1 |
|
time series |
1 |
|
time series forecasting |
1 |
|
time varying |
1 |
|
time windows |
1 |
|
time-dependent network equilibrium |
1 |
|
time-varying marginal activity utility |
1 |
|
timetabling |
1 |
|
tour |
1 |
|
track blockage |
1 |
|
traffic |
1 |
|
traffic accident |
1 |
|
traffic accidents |
1 |
|
traffic assignment method |
1 |
|
traffic congestion pattern |
1 |
|
traffic control |
1 |
|
traffic control devices |
1 |
|
traffic counts |
1 |
|
traffic data fusion |
1 |
|
traffic delay |
1 |
|
traffic density estimation |
1 |
|
traffic flow |
1 |
|
traffic flow model |
1 |
|
traffic flow models |
1 |
|
traffic flow prediction |
1 |
|
traffic flow theory |
1 |
|
traffic forecasts |
1 |
|
traffic instability |
1 |
|
traffic interruption probability |
1 |
|
traffic mobility |
1 |
|
traffic network |
1 |
|
traffic roundabout |
1 |
|
traffic speed |
1 |
|
traffic state classification |
1 |
|
traffic surveillance camera |
1 |
|
trafic and crowd dynamics |
1 |
|
trafic models |
1 |
|
train rescheduling |
1 |
|
train scheduling |
1 |
|
train stop |
1 |
|
train timetabling |
1 |
|
transit fare |
1 |
|
transit market |
1 |
|
transit pricing structure |
1 |
|
transit technology investment and selection |
1 |
|
transport |
1 |
|
transport emission |
1 |
|
transport management |
1 |
|
transportation |
1 |
|
transportation corridor |
1 |
|
transportation emissions |
1 |
|
transportation system |
1 |
|
transportation: models, taxis/limousines |
1 |
|
transyt traffic model |
1 |
|
trauma severity indices |
1 |
|
travel demand |
1 |
|
traveling wave solution |
1 |
|
treatment-comparison group approach |
1 |
|
triangular mesh |
1 |
|
trip-based approach |
1 |
|
trust region |
1 |
|
turning flow estimation |
1 |
|
two-dimensional monocentric city |
1 |
|
two-dimensional problems (二維空間問題) |
1 |
|
two-stage optimization |
1 |
|
uncertain demand |
1 |
|
uncertainty analysis |
1 |
|
uncertainty estimation |
1 |
|
unidirectional flow |
1 |
|
university campus |
1 |
|
unobserved heterogeneity |
1 |
|
unsignalized intersection |
1 |
|
unstable equilibrium |
1 |
|
unstructured grids |
1 |
|
unstructured meshes |
1 |
|
urban city |
1 |
|
urban form |
1 |
|
urban planning |
1 |
|
urban spatial equilibrium |
1 |
|
urban system equilibrium |
1 |
|
urban taxi services |
1 |
|
urban traffic control system |
1 |
|
user-equilibrium conditions |
1 |
|
variability |
1 |
|
variational inequality |
1 |
|
vehicle detection |
1 |
|
vehicle journey times |
1 |
|
vehicle re-identification |
1 |
|
vehicle type |
1 |
|
vehicular travel speeds |
1 |
|
video images |
1 |
|
viscosity coefficient |
1 |
|
visibility |
1 |
|
visibility index |
1 |
|
walking - injuries |
1 |
|
wall-following behaviour |
1 |
|
wave breaking |
1 |
|
wavelets |
1 |
|
wayfinding |
1 |
|
weather conditions |
1 |
|
weighted essentially non-oscillatory scheme |
1 |
|
weno |
1 |
|
weno reconstruction |
1 |
|
weno scheme |
1 |
|
wenoscheme |
1 |
|
wide cluster |
1 |
|
wide moving jam |
1 |
|
work zones |
1 |
|
wounds and injuries |
1 |
|
wounds and injuries - classification - epidemiology - mortality - prevention & control |
1 |
|
wounds and injuries - mortality |
1 |
|
wounds and injuries - mortality - prevention & control |
1 |
|
young adult |
1 |
|
zero-inflated regression model |
1 |
|
zonal crash frequency |
1 |
|
zonal safety |
1 |
|
zone-based approach |
1 |
|
δ-mapping algorithm |
1 |
