Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
11298 | 993 | 20.8 | 37% |
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 |
1722 | 2 | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS//WIND AND STRUCTURES//WIND LOADS | 6623 |
11298 | 1 | FLUTTER DERIVATIVES//LONG SPAN BRIDGES//BUFFETING | 993 |
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 | FLUTTER DERIVATIVES | authKW | 2340299 | 8% | 96% | 79 |
2 | LONG SPAN BRIDGES | authKW | 1322310 | 9% | 51% | 85 |
3 | BUFFETING | authKW | 1120637 | 6% | 66% | 55 |
4 | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | journal | 1104890 | 38% | 10% | 378 |
5 | BRIDGE AERODYNAMICS | authKW | 790682 | 3% | 86% | 30 |
6 | SUSPENSION BRIDGE | authKW | 705241 | 8% | 29% | 80 |
7 | FLUTTER | authKW | 672973 | 11% | 20% | 112 |
8 | AERODYNAMIC DERIVATIVES | authKW | 450972 | 2% | 67% | 22 |
9 | BUFFETING RESPONSE | authKW | 415104 | 2% | 75% | 18 |
10 | BRIDGE AEROELASTICITY | authKW | 399738 | 1% | 100% | 13 |
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 | 61775 | 68% | 0% | 675 |
2 | Mechanics | 31572 | 61% | 0% | 608 |
3 | Construction & Building Technology | 8799 | 16% | 0% | 159 |
4 | Engineering, Mechanical | 2580 | 17% | 0% | 169 |
5 | Engineering, General | 251 | 4% | 0% | 43 |
6 | Computer Science, Interdisciplinary Applications | 231 | 5% | 0% | 47 |
7 | Acoustics | 187 | 3% | 0% | 29 |
8 | Mathematics, Applied | 153 | 6% | 0% | 62 |
9 | Engineering, Aerospace | 84 | 2% | 0% | 16 |
10 | Engineering, Geological | 42 | 1% | 0% | 9 |
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 | STATE DISASTER REDUCT CIVIL ENGN | 166041 | 6% | 8% | 64 |
2 | CRIACIV | 155015 | 1% | 46% | 11 |
3 | BRIDGE ENGN | 141425 | 5% | 10% | 47 |
4 | WIND ENGN | 126702 | 3% | 16% | 26 |
5 | NATHAZ MODELING | 118575 | 2% | 21% | 18 |
6 | WIND SIMULAT TESTING | 92247 | 0% | 100% | 3 |
7 | WIND ISTANCE TECHNOL BRIDGES | 70280 | 0% | 57% | 4 |
8 | CONSULTING CO NUMER FLUID MECH | 61498 | 0% | 100% | 2 |
9 | HALCROW CROUCH | 61498 | 0% | 100% | 2 |
10 | MECH DESIGN ITS THEORY | 61498 | 0% | 100% | 2 |
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 WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 1104890 | 38% | 10% | 378 |
2 | WIND AND STRUCTURES | 379229 | 9% | 13% | 92 |
3 | JOURNAL OF FLUIDS AND STRUCTURES | 23718 | 4% | 2% | 42 |
4 | JOURNAL OF BRIDGE ENGINEERING | 13715 | 2% | 2% | 24 |
5 | JOURNAL OF ENGINEERING MECHANICS | 9155 | 3% | 1% | 29 |
6 | ENGINEERING STRUCTURES | 8055 | 4% | 1% | 42 |
7 | JOURNAL OF ENGINEERING MECHANICS-ASCE | 5330 | 2% | 1% | 19 |
8 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 3842 | 2% | 1% | 22 |
9 | STRUCTURAL ENGINEERING INTERNATIONAL | 3741 | 1% | 2% | 6 |
10 | EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION | 2008 | 1% | 1% | 6 |
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 | FLUTTER DERIVATIVES | 2340299 | 8% | 96% | 79 | Search FLUTTER+DERIVATIVES | Search FLUTTER+DERIVATIVES |
2 | LONG SPAN BRIDGES | 1322310 | 9% | 51% | 85 | Search LONG+SPAN+BRIDGES | Search LONG+SPAN+BRIDGES |
3 | BUFFETING | 1120637 | 6% | 66% | 55 | Search BUFFETING | Search BUFFETING |
4 | BRIDGE AERODYNAMICS | 790682 | 3% | 86% | 30 | Search BRIDGE+AERODYNAMICS | Search BRIDGE+AERODYNAMICS |
5 | SUSPENSION BRIDGE | 705241 | 8% | 29% | 80 | Search SUSPENSION+BRIDGE | Search SUSPENSION+BRIDGE |
6 | FLUTTER | 672973 | 11% | 20% | 112 | Search FLUTTER | Search FLUTTER |
7 | AERODYNAMIC DERIVATIVES | 450972 | 2% | 67% | 22 | Search AERODYNAMIC+DERIVATIVES | Search AERODYNAMIC+DERIVATIVES |
8 | BUFFETING RESPONSE | 415104 | 2% | 75% | 18 | Search BUFFETING+RESPONSE | Search BUFFETING+RESPONSE |
9 | BRIDGE AEROELASTICITY | 399738 | 1% | 100% | 13 | Search BRIDGE+AEROELASTICITY | Search BRIDGE+AEROELASTICITY |
10 | SECTION MODEL | 286982 | 1% | 67% | 14 | Search SECTION+MODEL | Search SECTION+MODEL |
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 | NIETO, F , OWEN, JS , HARGREAVES, DM , HERNANDEZ, S , (2015) BRIDGE DECK FLUTTER DERIVATIVES: EFFICIENT NUMERICAL EVALUATION EXPLOITING THEIR INTERDEPENDENCE.JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS. VOL. 136. ISSUE . P. 138 -150 | 32 | 97% | 1 |
2 | ARENA, A , LACARBONARA, W , (2012) NONLINEAR PARAMETRIC MODELING OF SUSPENSION BRIDGES UNDER AEROELASTIC FORCES: TORSIONAL DIVERGENCE AND FLUTTER.NONLINEAR DYNAMICS. VOL. 70. ISSUE 4. P. 2487 -2510 | 31 | 94% | 9 |
3 | XU, FY , (2014) PRACTICAL DIAGRAMMATICAL TECHNIQUE FOR 3-DOF BRIDGE FLUTTER ANALYSIS.JOURNAL OF BRIDGE ENGINEERING. VOL. 19. ISSUE 12. P. - | 27 | 100% | 0 |
4 | MANNINI, C , BARTOLI, G , BORRI, C , (2012) NEW DEVELOPMENTS IN BRIDGE FLUTTER ANALYSIS.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS. VOL. 165. ISSUE 3. P. 139-159 | 27 | 100% | 4 |
5 | DE MIRANDA, S , PATRUNO, L , UBERTINI, F , VAIRO, G , (2013) INDICIAL FUNCTIONS AND FLUTTER DERIVATIVES: A GENERALIZED APPROACH TO THE MOTION-RELATED WIND LOADS.JOURNAL OF FLUIDS AND STRUCTURES. VOL. 42. ISSUE . P. 466-487 | 29 | 88% | 6 |
6 | ZHU, LD , XU, YL , GUO, ZS , CHANG, GZ , TAN, X , (2013) YAW WIND EFFECT ON FLUTTER INSTABILITY OF FOUR TYPICAL BRIDGE DECKS.WIND AND STRUCTURES. VOL. 17. ISSUE 3. P. 317 -343 | 26 | 100% | 0 |
7 | PHAN, DH , NGUYEN, NT , (2013) FLUTTER AND BUFFETING CONTROL OF LONG-SPAN SUSPENSION BRIDGE BY PASSIVE FLAPS: EXPERIMENT AND NUMERICAL SIMULATION.INTERNATIONAL JOURNAL OF AERONAUTICAL AND SPACE SCIENCES. VOL. 14. ISSUE 1. P. 46 -57 | 24 | 100% | 0 |
8 | CHEN, ZQ , HAN, Y , HUA, XG , LUO, YZ , (2009) INVESTIGATION ON INFLUENCE FACTORS OF BUFFETING RESPONSE OF BRIDGES AND ITS AEROELASTIC MODEL VERIFICATION FOR XIAOGUAN BRIDGE.ENGINEERING STRUCTURES. VOL. 31. ISSUE 2. P. 417-431 | 26 | 96% | 16 |
9 | OISETH, O , RONNQUIST, A , SIGBJORNSSON, R , (2012) FINITE ELEMENT FORMULATION OF THE SELF-EXCITED FORCES FOR TIME-DOMAIN ASSESSMENT OF WIND-INDUCED DYNAMIC RESPONSE AND FLUTTER STABILITY LIMIT OF CABLE-SUPPORTED BRIDGES.FINITE ELEMENTS IN ANALYSIS AND DESIGN. VOL. 50. ISSUE 1. P. 173 -183 | 25 | 96% | 2 |
10 | OISETH, O , RONNQUIST, A , SIGBJORNSSON, R , (2010) SIMPLIFIED PREDICTION OF WIND-INDUCED RESPONSE AND STABILITY LIMIT OF SLENDER LONG-SPAN SUSPENSION BRIDGES, BASED ON MODIFIED QUASI-STEADY THEORY A CASE STUDY.JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS. VOL. 98. ISSUE 12. P. 730-741 | 24 | 100% | 5 |
Classes with closest relation at Level 1 |