Class information for:
Level 1: GAP ACCEPTANCE//UNSIGNALIZED INTERSECTION//ROUNDABOUTS

Basic class information

ID Publications Average number
of references
Avg. shr. active
ref. in WoS
16043 609 17.4 19%



Bar chart of Publication_year

Last years might be incomplete

Classes in level above (level 2)



ID, lev.
above
Publications Label for level above
329 17371 ACCIDENT ANALYSIS AND PREVENTION//TRANSPORTATION//ERGONOMICS

Terms with highest relevance score



Rank Term Type of term Relevance score
(tfidf)
Class's shr.
of term's tot.
occurrences
Shr. of publ.
in class containing
term
Num. of
publ. in
class
1 GAP ACCEPTANCE Author keyword 5 28% 2% 15
2 UNSIGNALIZED INTERSECTION Author keyword 5 44% 1% 8
3 ROUNDABOUTS Author keyword 4 26% 2% 14
4 CRITICAL HEADWAY Author keyword 4 75% 0% 3
5 TRANSPORTAT TRAFF ENGN Address 4 40% 1% 8
6 SHADELAND STN 7260 Address 3 100% 0% 3
7 UNCONVENTIONAL INTERSECTION DESIGN Author keyword 3 100% 0% 3
8 UNCONVENTIONAL INTERSECTIONS Author keyword 3 100% 0% 3
9 CRITICAL GAP Author keyword 3 33% 1% 7
10 TURBO ROUNDABOUT Author keyword 3 50% 1% 4

Web of Science journal categories

Author Key Words



Rank Web of Science journal category Relevance score
(tfidf)
Class's shr.
of term's tot.
occurrences
Shr. of publ.
in class containing
term
Num. of
publ. in
class
LCSH search Wikipedia search
1 GAP ACCEPTANCE 5 28% 2% 15 Search GAP+ACCEPTANCE Search GAP+ACCEPTANCE
2 UNSIGNALIZED INTERSECTION 5 44% 1% 8 Search UNSIGNALIZED+INTERSECTION Search UNSIGNALIZED+INTERSECTION
3 ROUNDABOUTS 4 26% 2% 14 Search ROUNDABOUTS Search ROUNDABOUTS
4 CRITICAL HEADWAY 4 75% 0% 3 Search CRITICAL+HEADWAY Search CRITICAL+HEADWAY
5 UNCONVENTIONAL INTERSECTION DESIGN 3 100% 0% 3 Search UNCONVENTIONAL+INTERSECTION+DESIGN Search UNCONVENTIONAL+INTERSECTION+DESIGN
6 UNCONVENTIONAL INTERSECTIONS 3 100% 0% 3 Search UNCONVENTIONAL+INTERSECTIONS Search UNCONVENTIONAL+INTERSECTIONS
7 CRITICAL GAP 3 33% 1% 7 Search CRITICAL+GAP Search CRITICAL+GAP
8 TURBO ROUNDABOUT 3 50% 1% 4 Search TURBO+ROUNDABOUT Search TURBO+ROUNDABOUT
9 INTERSECTION DESIGN 2 38% 1% 5 Search INTERSECTION+DESIGN Search INTERSECTION+DESIGN
10 ROUNDABOUT 2 14% 3% 16 Search ROUNDABOUT Search ROUNDABOUT

Key Words Plus



Rank Web of Science journal category Relevance score
(tfidf)
Class's shr.
of term's tot.
occurrences
Shr. of publ.
in class containing
term
Num. of
publ.
in class
1 SINGLE LANE ROUNDABOUTS 9 83% 1% 5
2 CRITICAL GAPS 6 100% 1% 4
3 SATURATION FLOW 4 67% 1% 4
4 UNSIGNALIZED INTERSECTIONS 4 44% 1% 7
5 GAP ACCEPTANCE 4 35% 1% 9
6 SIGNALIZED CROSSOVER INTERSECTION 3 100% 0% 3
7 MIXED TRAFFIC CONDITIONS 2 67% 0% 2
8 STOP CONTROLLED INTERSECTIONS 2 40% 1% 4
9 2 MAJOR STREAMS 1 100% 0% 2
10 CAPACITY MODELS 1 50% 0% 2

Journals

Reviews



Title Publ. year Cit. Active
references
% act. ref.
to same field
FUNCTIONAL AND ECONOMIC EVALUATIONS FOR CHOOSING ROAD INTERSECTION LAYOUT 2012 5 5 80%
PROCEDURE FOR SAFE DISTANCE DETERMINATION FOR MINOR MOVEMENT ACCOMPLISHING AT UNSIGNALIZED INTERSECTIONS 2011 1 3 33%

Address terms



Rank Address term Relevance score
(tfidf)
Class's shr.
of term's tot.
occurrences
Shr. of publ.
in class containing
term
Num. of
publ.
in class
1 TRANSPORTAT TRAFF ENGN 4 40% 1.3% 8
2 SHADELAND STN 7260 3 100% 0.5% 3
3 KENTUCKY OFF 2 67% 0.3% 2
4 TRAFF PLANNING ENGN 1 50% 0.3% 2
5 ADV TRANSPORTAT INFRASTRUCT ENGN 1 40% 0.3% 2
6 EXCELLENCE NEW MARKET INNOVAT 1 40% 0.3% 2
7 MACK BLACKWELL TRANSPORTAT 1 40% 0.3% 2
8 NEWMARK CIVIL ENGN 1213 1 40% 0.3% 2
9 CIVIL ENGN CROATIA 1 50% 0.2% 1
10 FAK PROMETNIH ZNANOSTI 1 50% 0.2% 1

Related classes at same level (level 1)



Rank Relatedness score Related classes
1 0.0000193385 TRAFFIC CONFLICTS//RD CORRIDOR OPERAT//SURROGATE SAFETY MEASURES
2 0.0000163527 DYNAM SYST SIMULAT//MACROSCOPIC FUNDAMENTAL DIAGRAM//RAMP METERING
3 0.0000150433 RED LIGHT RUNNING//RED LIGHT CAMERAS//DILEMMA ZONE
4 0.0000135484 PEDESTRIAN//STREET CROSSING//PEDESTRIAN SAFETY
5 0.0000113294 TRAFFIC FLOW//CAR FOLLOWING MODEL//THERMAL SCI
6 0.0000103445 MIDWEST ROADSIDE SAFETY IL//TRANSPORT//ROADSIDE SAFETY
7 0.0000097879 WEISBERG ENGN COMP SCI//AADT//AVERAGE ANNUAL DAILY TRAFFIC AADT
8 0.0000091104 SIGHT DISTANCE//HORIZONTAL CURVES//HIGHWAY GEOMETRIC DESIGN
9 0.0000088765 VEHICLE REIDENTIFICATION//TRAVEL TIME ESTIMATION//TRAVEL TIME PREDICTION
10 0.0000069968 MARKOV RELIABILITY MODELS//DRIVER ERRORS//DRIVER RELIABILITY