Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
16043 | 609 | 17.4 | 19% |
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 |