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DRIVING SIMULATOR VALIDATION AND REAR-END CRASH RISK ANALYSIS AT A SIGNALISED INTERSECTION
Access this item.
Title
DRIVING
SIMULATOR
VALIDATION
AND
REAR-END
CRASH
RISK
ANALYSIS
AT A
SIGNALISED
INTERSECTION
Author
Chilakapati, Praveen
Keywords
Driving simulator validation
safety
speed
visual validation
rear-end crash risk
logistic regression model.
Abstract
In
recent
years
the
use
of
advanced
driving
simulators
has
increased
in the
transportation
engineering
field
especially
in
evaluating
safety
countermeasures.
The
driving
simulator
at
UCF
is
a
high
fidelity
simulator
with
six
degrees
of
freedom.
This
research
aims
at
validating
the
simulator
in
terms
of
speed
and
safety
with the
intention
of
using
it
as a
test
bed
for
high
risk
locations
and to
use
it
in
developing
traffic
safety
countermeasures.
The
Simulator
replicates
a
real
world
signalized
intersection
(Alafaya
trail
(SR-434)
and
Colonial
Drive
(SR-50)).
A
total
of
sixty
one
subjects
of
age
ranging
from
sixteen
to
sixty
years
were
recruited
to
drive
the
simulator
for the
experiment
,
which
consists
of
eight
scenarios.
This
research
validates
the
driving
simulator
for
speed
,
safety
and
visual
aspects.
Based
on the
overall
comparisons
of
speed
between
the
simulated
results
and the
real
world
,
it
was
concluded
that the
UCF
driving
simulator
is
a
valid
tool
for
traffic
studies
related
to
driving
speed
behavior.
Based
on
statistical
analysis
conducted
on the
experiment
results
,
it
is
concluded
that
SR-434
northbound
right
turn
lane
and
SR-50
eastbound
through
lanes
have a
higher
rear-end
crash
risk
than that at
SR-50
westbound
right
turn
lane
and
SR-434
northbound
through
lanes
,
respectively.
This
conforms
to the
risk
of
rear-end
crashes
observed
at the
actual
intersection.
Therefore
, the
simulator
is
validated
for
using
it
as an
effective
tool
for
traffic
safety
studies
to
test
high-risk
intersection
locations.
The
driving
simulator
is
also
validated
for
physical
and
visual
aspects
of the
intersection
as
87.10%
of the
subjects
recognized
the
intersection
and were of the
opinion
that the
replicated
intersection
was
good
enough
or
realistic.
A
binary
logistic
regression
model
was
estimated
and was
used
to
quantify
the
relative
rear-end
crash
risk
at
through
lanes.
It
was
found
that in
terms
of
rear-end
crash
risk
SR50
east-
bound
approach
is
23.67%
riskier
than the
SR434
north-bound
approach.
Adviser
Abdel-Aty, Mohamed
Publisher
University
of
Central
Florida
Degree
M.S.
Degree Discipline
Department of Civil and Environmental Engineering
Degree Grantor
Engineering and Computer Science
Degree Program
Civil Engineering
Graduation Date
2006-12-01
Type
Master's thesis
Access Level
Public - Allow Worldwide Access
Release Date
2007-01-11
Repository
University Archives
Repository Collection
Electronic Theses and Dissertations
Identifier
CFE0001391
Access Link
http://purl.fcla.edu/fcla/etd/CFE0001391
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