Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
6465 | 1481 | 21.7 | 45% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
201 | 3 | ENGINEERING, CIVIL//EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//ENGINEERING, GEOLOGICAL | 52718 |
2625 | 2 | JOURNAL OF BRIDGE ENGINEERING//RAILWAY BRIDGE//MOVING LOAD | 3542 |
6465 | 1 | MOVING LOAD//MOVING MASS//RAILWAY BRIDGE | 1481 |
Terms with highest relevance score |
rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|---|
1 | MOVING LOAD | authKW | 1114877 | 10% | 36% | 150 |
2 | MOVING MASS | authKW | 899153 | 4% | 69% | 63 |
3 | RAILWAY BRIDGE | authKW | 402603 | 3% | 39% | 50 |
4 | VEHICLE BRIDGE INTERACTION | authKW | 380500 | 2% | 56% | 33 |
5 | BRIDGE VEHICLE INTERACTION | authKW | 323581 | 1% | 83% | 19 |
6 | TRAIN BRIDGE INTERACTION | authKW | 237690 | 1% | 82% | 14 |
7 | MOVING FORCE | authKW | 212777 | 1% | 61% | 17 |
8 | MOVING OSCILLATOR | authKW | 164923 | 1% | 67% | 12 |
9 | BRIDGE TRAIN INTERACTION | authKW | 144315 | 0% | 100% | 7 |
10 | VISCOELASTIC FOUNDATION | authKW | 139138 | 1% | 38% | 18 |
Web of Science journal categories |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | Engineering, Civil | 28121 | 38% | 0% | 561 |
2 | Engineering, Mechanical | 26440 | 43% | 0% | 637 |
3 | Mechanics | 20707 | 41% | 0% | 607 |
4 | Acoustics | 19342 | 22% | 0% | 322 |
5 | Construction & Building Technology | 1319 | 5% | 0% | 78 |
6 | Engineering, General | 1294 | 8% | 0% | 112 |
7 | Transportation Science & Technology | 987 | 3% | 0% | 50 |
8 | Computer Science, Interdisciplinary Applications | 643 | 6% | 0% | 92 |
9 | Mathematics, Interdisciplinary Applications | 495 | 5% | 0% | 68 |
10 | Engineering, Geological | 438 | 2% | 0% | 32 |
Address terms |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | MAGLEV ENGN | 131942 | 1% | 80% | 8 |
2 | WIND BRIDGE ENGN HUNAN PROV | 93700 | 1% | 45% | 10 |
3 | ARCHITECTURE BLDG TECHNOL | 64216 | 1% | 35% | 9 |
4 | MAGNET LEVITAT LINEAR DR | 47120 | 0% | 57% | 4 |
5 | METZ LEM3 | 46385 | 0% | 75% | 3 |
6 | CIVIL SCI TECHNOL | 41233 | 0% | 100% | 2 |
7 | KAIT | 41233 | 0% | 100% | 2 |
8 | MAHMOODABAD BRANCH | 41233 | 0% | 100% | 2 |
9 | DIRECT STRUCT | 30922 | 0% | 50% | 3 |
10 | CIVIL ENGN | 28331 | 27% | 0% | 393 |
Journals |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | JOURNAL OF SOUND AND VIBRATION | 64196 | 15% | 1% | 218 |
2 | JOURNAL OF BRIDGE ENGINEERING | 50128 | 4% | 4% | 56 |
3 | ENGINEERING STRUCTURES | 32614 | 7% | 2% | 103 |
4 | LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES | 20503 | 2% | 4% | 25 |
5 | STRUCTURAL ENGINEERING AND MECHANICS | 15927 | 3% | 2% | 47 |
6 | SHOCK AND VIBRATION | 15119 | 2% | 2% | 36 |
7 | VEHICLE SYSTEM DYNAMICS | 13335 | 3% | 2% | 38 |
8 | COMPUTERS & STRUCTURES | 13012 | 5% | 1% | 76 |
9 | INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS | 7625 | 1% | 2% | 17 |
10 | JOURNAL OF VIBRATION AND CONTROL | 7584 | 2% | 1% | 29 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | MOVING LOAD | 1114877 | 10% | 36% | 150 | Search MOVING+LOAD | Search MOVING+LOAD |
2 | MOVING MASS | 899153 | 4% | 69% | 63 | Search MOVING+MASS | Search MOVING+MASS |
3 | RAILWAY BRIDGE | 402603 | 3% | 39% | 50 | Search RAILWAY+BRIDGE | Search RAILWAY+BRIDGE |
4 | VEHICLE BRIDGE INTERACTION | 380500 | 2% | 56% | 33 | Search VEHICLE+BRIDGE+INTERACTION | Search VEHICLE+BRIDGE+INTERACTION |
5 | BRIDGE VEHICLE INTERACTION | 323581 | 1% | 83% | 19 | Search BRIDGE+VEHICLE+INTERACTION | Search BRIDGE+VEHICLE+INTERACTION |
6 | TRAIN BRIDGE INTERACTION | 237690 | 1% | 82% | 14 | Search TRAIN+BRIDGE+INTERACTION | Search TRAIN+BRIDGE+INTERACTION |
7 | MOVING FORCE | 212777 | 1% | 61% | 17 | Search MOVING+FORCE | Search MOVING+FORCE |
8 | MOVING OSCILLATOR | 164923 | 1% | 67% | 12 | Search MOVING+OSCILLATOR | Search MOVING+OSCILLATOR |
9 | BRIDGE TRAIN INTERACTION | 144315 | 0% | 100% | 7 | Search BRIDGE+TRAIN+INTERACTION | Search BRIDGE+TRAIN+INTERACTION |
10 | VISCOELASTIC FOUNDATION | 139138 | 1% | 38% | 18 | Search VISCOELASTIC+FOUNDATION | Search VISCOELASTIC+FOUNDATION |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
---|---|---|---|---|
1 | DENG, L , YU, Y , ZOU, QL , CAI, CS , (2015) STATE-OF-THE-ART REVIEW OF DYNAMIC IMPACT FACTORS OF HIGHWAY BRIDGES.JOURNAL OF BRIDGE ENGINEERING. VOL. 20. ISSUE 5. P. - | 84 | 92% | 4 |
2 | OUYANG, HJ , (2011) MOVING-LOAD DYNAMIC PROBLEMS: A TUTORIAL (WITH A BRIEF OVERVIEW).MECHANICAL SYSTEMS AND SIGNAL PROCESSING. VOL. 25. ISSUE 6. P. 2039 -2060 | 61 | 42% | 68 |
3 | ZOU, QL , DENG, L , GUO, TD , YIN, XF , (2016) COMPARATIVE STUDY OF DIFFERENT NUMERICAL MODELS FOR VEHICLE-BRIDGE INTERACTION ANALYSIS.INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS. VOL. 16. ISSUE 9. P. - | 26 | 96% | 1 |
4 | FERRETTI, M , PICCARDO, G , (2013) DYNAMIC MODELING OF TAUT STRINGS CARRYING A TRAVELING MASS.CONTINUUM MECHANICS AND THERMODYNAMICS. VOL. 25. ISSUE 2-4. P. 469 -488 | 48 | 57% | 8 |
5 | SONG, Y , KIM, T , LEE, U , (2016) VIBRATION OF A BEAM SUBJECTED TO A MOVING FORCE: FREQUENCY-DOMAIN SPECTRAL ELEMENT MODELING AND ANALYSIS.INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES. VOL. 113. ISSUE . P. 162 -174 | 27 | 90% | 1 |
6 | GHAZVINI, T , NIKKHOO, A , ALLAHYARI, H , ZALPULI, M , (2016) DYNAMIC RESPONSE ANALYSIS OF A THIN RECTANGULAR PLATE OF VARYING THICKNESS TO A TRAVELING INERTIAL LOAD.JOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING. VOL. 38. ISSUE 2. P. 403 -411 | 25 | 96% | 1 |
7 | LI, Y , CAI, CS , LIU, Y , CHEN, YJ , LIU, JF , (2016) DYNAMIC ANALYSIS OF A LARGE SPAN SPECIALLY SHAPED HYBRID GIRDER BRIDGE WITH CONCRETE-FILLED STEEL TUBE ARCHES.ENGINEERING STRUCTURES. VOL. 106. ISSUE . P. 243 -260 | 26 | 84% | 2 |
8 | EBRAHIMI, M , GHOLAMPOUR, S , KAFSHGARKOLAEI, HJ , NIKBIN, IM , (2015) DYNAMIC BEHAVIOR OF A MULTISPAN CONTINUOUS BEAM TRAVERSED BY A MOVING OSCILLATOR.ACTA MECHANICA. VOL. 226. ISSUE 12. P. 4247 -4257 | 27 | 93% | 1 |
9 | NIAZ, M , NIKKHOO, A , (2015) INSPECTION OF A RECTANGULAR PLATE DYNAMICS UNDER A MOVING MASS WITH VARYING VELOCITY UTILIZING BCOPS.LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES. VOL. 12. ISSUE 2. P. 317 -332 | 28 | 85% | 2 |
10 | MU, D , CHOI, DH , (2014) DYNAMIC RESPONSES OF A CONTINUOUS BEAM RAILWAY BRIDGE UNDER MOVING HIGH SPEED TRAIN WITH RANDOM TRACK IRREGULARITY.INTERNATIONAL JOURNAL OF STEEL STRUCTURES. VOL. 14. ISSUE 4. P. 797 -810 | 24 | 100% | 3 |
Classes with closest relation at Level 1 |