Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
2625 | 3542 | 20.2 | 34% |
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 |
17526 | 1 | ICSAELS//ORTHOTROPIC STEEL DECK//STEEL BRIDGES | 595 |
17948 | 1 | INTEGRAL ABUTMENT BRIDGE//LIVE LOADS//JOURNAL OF BRIDGE ENGINEERING | 574 |
24462 | 1 | BRIDGE LOADS//LECTOTYPE OPTIMIZATION//EXISTING BRIDGES | 311 |
24845 | 1 | ANGLED JOINT//CURVED BRIDGE//DISTORTIONAL WARPING | 299 |
34536 | 1 | AASHTO PCI STANDARD GIRDER//THERMAL ACTIONS//SOLAR TEMPERATURE FIELD | 110 |
35914 | 1 | TRACK BRIDGE INTERACTION//NONLINEAR TRACK BRIDGE INTERACTION//ADDITIONAL LONGITUDINAL FORCE | 89 |
36302 | 1 | SUBMERGED FLOATING TUNNEL//MULTIPLE SUPPORT SEISMIC EXCITATION//WHARF | 83 |
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 | JOURNAL OF BRIDGE ENGINEERING | journal | 693891 | 9% | 25% | 322 |
2 | RAILWAY BRIDGE | authKW | 475068 | 2% | 66% | 84 |
3 | MOVING LOAD | authKW | 472220 | 4% | 36% | 151 |
4 | BRIDGES | authKW | 399042 | 10% | 14% | 338 |
5 | MOVING MASS | authKW | 387915 | 2% | 70% | 64 |
6 | LIVE LOADS | authKW | 215457 | 1% | 71% | 35 |
7 | ORTHOTROPIC STEEL DECK | authKW | 171184 | 1% | 83% | 24 |
8 | VEHICLE BRIDGE INTERACTION | authKW | 168847 | 1% | 58% | 34 |
9 | ICSAELS | address | 165258 | 1% | 91% | 21 |
10 | ENGINEERING, CIVIL | WoSSC | 161189 | 58% | 1% | 2063 |
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 | 161189 | 58% | 1% | 2063 |
2 | Construction & Building Technology | 58243 | 22% | 1% | 769 |
3 | Engineering, Mechanical | 23791 | 27% | 0% | 948 |
4 | Mechanics | 13899 | 22% | 0% | 788 |
5 | Acoustics | 8595 | 10% | 0% | 339 |
6 | Transportation Science & Technology | 5460 | 5% | 0% | 179 |
7 | Engineering, Geological | 1277 | 2% | 0% | 84 |
8 | Engineering, General | 1134 | 5% | 0% | 170 |
9 | Materials Science, Characterization, Testing | 1038 | 2% | 0% | 81 |
10 | Computer Science, Interdisciplinary Applications | 863 | 5% | 0% | 171 |
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 | ICSAELS | 165258 | 1% | 91% | 21 |
2 | MECH ENGN POWER EQUIPMENT | 69813 | 0% | 90% | 9 |
3 | BRIDGE ENGN | 62403 | 2% | 12% | 59 |
4 | CIVIL ENGN | 56447 | 24% | 1% | 859 |
5 | MAGLEV ENGN | 55159 | 0% | 80% | 8 |
6 | WIND BRIDGE ENGN HUNAN PROV | 47394 | 0% | 50% | 11 |
7 | INT SUSTAINABIL ACCOUNTABIL ECOAFFORDABIL L | 44325 | 0% | 86% | 6 |
8 | BRIDGE OFF | 34472 | 0% | 67% | 6 |
9 | BRIDGE STRUCT ENGN | 30694 | 0% | 25% | 14 |
10 | ARCHITECTURE BLDG TECHNOL | 26840 | 0% | 35% | 9 |
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 BRIDGE ENGINEERING | 693891 | 9% | 25% | 322 |
2 | STRUCTURAL ENGINEERING INTERNATIONAL | 101611 | 2% | 20% | 59 |
3 | PCI JOURNAL | 76946 | 2% | 13% | 70 |
4 | ENGINEERING STRUCTURES | 61600 | 6% | 3% | 219 |
5 | STAHLBAU | 61098 | 2% | 12% | 61 |
6 | STRUCTURE AND INFRASTRUCTURE ENGINEERING | 35659 | 2% | 7% | 57 |
7 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 33809 | 3% | 3% | 123 |
8 | CANADIAN JOURNAL OF CIVIL ENGINEERING | 32787 | 3% | 3% | 117 |
9 | JOURNAL OF SOUND AND VIBRATION | 27582 | 6% | 1% | 222 |
10 | JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES | 20805 | 1% | 5% | 50 |
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 | RAILWAY BRIDGE | 475068 | 2% | 66% | 84 | Search RAILWAY+BRIDGE | Search RAILWAY+BRIDGE |
2 | MOVING LOAD | 472220 | 4% | 36% | 151 | Search MOVING+LOAD | Search MOVING+LOAD |
3 | BRIDGES | 399042 | 10% | 14% | 338 | Search BRIDGES | Search BRIDGES |
4 | MOVING MASS | 387915 | 2% | 70% | 64 | Search MOVING+MASS | Search MOVING+MASS |
5 | LIVE LOADS | 215457 | 1% | 71% | 35 | Search LIVE+LOADS | Search LIVE+LOADS |
6 | ORTHOTROPIC STEEL DECK | 171184 | 1% | 83% | 24 | Search ORTHOTROPIC+STEEL+DECK | Search ORTHOTROPIC+STEEL+DECK |
7 | VEHICLE BRIDGE INTERACTION | 168847 | 1% | 58% | 34 | Search VEHICLE+BRIDGE+INTERACTION | Search VEHICLE+BRIDGE+INTERACTION |
8 | STEEL BRIDGES | 155129 | 1% | 34% | 53 | Search STEEL+BRIDGES | Search STEEL+BRIDGES |
9 | INTEGRAL ABUTMENT | 149892 | 1% | 87% | 20 | Search INTEGRAL+ABUTMENT | Search INTEGRAL+ABUTMENT |
10 | INTEGRAL BRIDGE | 141744 | 1% | 66% | 25 | Search INTEGRAL+BRIDGE | Search INTEGRAL+BRIDGE |
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. - | 85 | 93% | 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 | 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 | 27 | 87% | 2 |
4 | 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 |
5 | 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 |
6 | 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 |
7 | 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 |
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 2 |