Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
6738 | 1375 | 21.1 | 42% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
1894 | 5396 | MOVING LOAD//SCALED BOUNDARY FINITE ELEMENT METHOD//DAM RESERVOIR FOUNDATION INTERACTION |
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 | MOVING MASS | Author keyword | 43 | 56% | 4% | 53 |
2 | MOVING LOAD | Author keyword | 36 | 31% | 7% | 97 |
3 | VEHICLE BRIDGE INTERACTION | Author keyword | 32 | 58% | 3% | 37 |
4 | BRIDGE VEHICLE INTERACTION | Author keyword | 32 | 78% | 2% | 21 |
5 | MOVING LOADS | Author keyword | 16 | 31% | 3% | 42 |
6 | MOVING FORCE | Author keyword | 13 | 61% | 1% | 14 |
7 | TRAIN BRIDGE INTERACTION | Author keyword | 13 | 62% | 1% | 13 |
8 | DYNAMIC LOAD ALLOWANCE | Author keyword | 12 | 86% | 0% | 6 |
9 | VISCOELASTIC FOUNDATION | Author keyword | 10 | 44% | 1% | 18 |
10 | MOVING OSCILLATOR | Author keyword | 10 | 63% | 1% | 10 |
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 | MOVING MASS | 43 | 56% | 4% | 53 | Search MOVING+MASS | Search MOVING+MASS |
2 | MOVING LOAD | 36 | 31% | 7% | 97 | Search MOVING+LOAD | Search MOVING+LOAD |
3 | VEHICLE BRIDGE INTERACTION | 32 | 58% | 3% | 37 | Search VEHICLE+BRIDGE+INTERACTION | Search VEHICLE+BRIDGE+INTERACTION |
4 | BRIDGE VEHICLE INTERACTION | 32 | 78% | 2% | 21 | Search BRIDGE+VEHICLE+INTERACTION | Search BRIDGE+VEHICLE+INTERACTION |
5 | MOVING LOADS | 16 | 31% | 3% | 42 | Search MOVING+LOADS | Search MOVING+LOADS |
6 | MOVING FORCE | 13 | 61% | 1% | 14 | Search MOVING+FORCE | Search MOVING+FORCE |
7 | TRAIN BRIDGE INTERACTION | 13 | 62% | 1% | 13 | Search TRAIN+BRIDGE+INTERACTION | Search TRAIN+BRIDGE+INTERACTION |
8 | DYNAMIC LOAD ALLOWANCE | 12 | 86% | 0% | 6 | Search DYNAMIC+LOAD+ALLOWANCE | Search DYNAMIC+LOAD+ALLOWANCE |
9 | VISCOELASTIC FOUNDATION | 10 | 44% | 1% | 18 | Search VISCOELASTIC+FOUNDATION | Search VISCOELASTIC+FOUNDATION |
10 | MOVING OSCILLATOR | 10 | 63% | 1% | 10 | Search MOVING+OSCILLATOR | Search MOVING+OSCILLATOR |
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 | RANDOM STREAM | 45 | 94% | 1% | 16 |
2 | MOVING LOADS | 35 | 44% | 4% | 61 |
3 | MOVING MASS | 25 | 60% | 2% | 27 |
4 | ROAD SURFACE ROUGHNESS | 25 | 60% | 2% | 27 |
5 | MOVING VEHICLES | 18 | 47% | 2% | 28 |
6 | STEP LOAD | 18 | 89% | 1% | 8 |
7 | SHAFT SUBJECT | 15 | 88% | 1% | 7 |
8 | BEAM VIBRATION FUNCTIONS | 12 | 86% | 0% | 6 |
9 | ROAD DAMAGE | 12 | 86% | 0% | 6 |
10 | VEHICLE INTERACTION | 12 | 86% | 0% | 6 |
Journals |
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 | HEAVY VEHICLE SYSTEMS-INTERNATIONAL JOURNAL OF VEHICLE DESIGN | 1 | 11% | 1% | 11 |
Reviews |
Title | Publ. year | Cit. | Active references | % act. ref. to same field |
---|---|---|---|---|
Moving-load dynamic problems: A tutorial (with a brief overview) | 2011 | 38 | 144 | 49% |
Finite element analysis of vehicle-bridge interaction | 2006 | 34 | 15 | 87% |
Development of improved natural frequency equations for continuous span steel I-girder bridges | 2007 | 3 | 2 | 100% |
Vibration control of beams on elastic foundation under a moving vehicle and random lateral excitations | 2012 | 3 | 17 | 53% |
State-of-the-Art Review of Dynamic Impact Factors of Highway Bridges | 2015 | 0 | 91 | 86% |
A Review of Indirect Bridge Monitoring Using Passing Vehicles | 2015 | 0 | 36 | 67% |
Assessing 'road-friendliness': a review | 1997 | 14 | 8 | 88% |
Spatial repeatability of dynamic wheel loads for heavy vehicles: a literature review | 1998 | 2 | 3 | 100% |
Recent Research and Applications of Numerical Simulation for Dynamic Response of Long-Span Bridges Subjected to Multiple Loads | 2014 | 0 | 96 | 41% |
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 | BLASTING VIBRAT | 6 | 80% | 0.3% | 4 |
2 | ARCHITECTURE BLDG TECHNOL | 4 | 36% | 0.7% | 9 |
3 | ESTUDOS CONSTRUCAO | 2 | 67% | 0.1% | 2 |
4 | METZ LEM3 | 2 | 67% | 0.1% | 2 |
5 | DIRECT STRUCT | 2 | 50% | 0.2% | 3 |
6 | UCD ARCHITECTURE LANDSC E CIVIL ENGN | 2 | 50% | 0.2% | 3 |
7 | ARCHITECTURE LANDSC E CIVIL ENGN | 2 | 10% | 1.2% | 17 |
8 | CIVIL SCI TECHNOL | 1 | 100% | 0.1% | 2 |
9 | ENGN RAILWAY ENVIRONM VIBRAT NOISE | 1 | 50% | 0.1% | 2 |
10 | MECAN ESTRUCTURAS | 1 | 50% | 0.1% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000218271 | THEORET MECH DYNAM VIBRAT//GROUND VIBRATION//WAVE BARRIER |
2 | 0.0000128974 | FORCE IDENTIFICATION//LOAD IDENTIFICATION//ADAPTIVE WEIGHTING INPUT ESTIMATION |
3 | 0.0000106488 | LIVE LOADS//INTEGRAL ABUTMENT//INTEGRAL ABUTMENT BRIDGE |
4 | 0.0000102125 | UNEVENNESS INDEX//LONGITUDINAL ROAD PROFILE//ROAD PROFILE |
5 | 0.0000089014 | BEAM MASS SYSTEM//EULER COLUMN//ANALYTICAL AND NUMERICAL COMBINED METHOD ANCM |
6 | 0.0000085909 | VEHICLE SYSTEM DYNAMICS//WHEEL RAIL CONTACT//PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT |
7 | 0.0000083416 | TENSIONLESS ELASTIC FOUNDATION//VLASOV MODEL//TENSIONLESS FOUNDATION |
8 | 0.0000079409 | ARRESTOR SYSTEM//CONTROL LAW TEAM//INTEGRATED FLIGHT CONTROL SYST DIRECTORATE |
9 | 0.0000078705 | PANTOGRAPH CATENARY INTERACTION//PANTOGRAPH//CATENARY |
10 | 0.0000077611 | ENGN ADV TECHNOL LARGE STRUCT SYST ATLSS//STRUCTURE AND INFRASTRUCTURE ENGINEERING//ATLSS ENGN |