Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 11116 | 940 | 19.8 | 35% |
Classes in level above (level 2) |
| ID, lev. above |
Publications | Label for level above |
|---|---|---|
| 1937 | 5221 | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS//WIND AND STRUCTURES//WIND LOADS |
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 | FLUTTER DERIVATIVES | Author keyword | 134 | 90% | 6% | 57 |
| 2 | BRIDGE AERODYNAMICS | Author keyword | 50 | 81% | 3% | 30 |
| 3 | BUFFETING | Author keyword | 39 | 53% | 6% | 52 |
| 4 | FLUTTER DERIVATIVE | Author keyword | 26 | 80% | 2% | 16 |
| 5 | LONG SPAN BRIDGES | Author keyword | 25 | 43% | 5% | 45 |
| 6 | BRIDGE AEROELASTICITY | Author keyword | 24 | 91% | 1% | 10 |
| 7 | COUPLED FLUTTER | Author keyword | 21 | 90% | 1% | 9 |
| 8 | INDICIAL FUNCTIONS | Author keyword | 21 | 85% | 1% | 11 |
| 9 | FLUTTER | Author keyword | 19 | 17% | 11% | 104 |
| 10 | AERODYNAMIC DERIVATIVES | Author keyword | 18 | 58% | 2% | 21 |
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 | FLUTTER DERIVATIVES | 134 | 90% | 6% | 57 | Search FLUTTER+DERIVATIVES | Search FLUTTER+DERIVATIVES |
| 2 | BRIDGE AERODYNAMICS | 50 | 81% | 3% | 30 | Search BRIDGE+AERODYNAMICS | Search BRIDGE+AERODYNAMICS |
| 3 | BUFFETING | 39 | 53% | 6% | 52 | Search BUFFETING | Search BUFFETING |
| 4 | FLUTTER DERIVATIVE | 26 | 80% | 2% | 16 | Search FLUTTER+DERIVATIVE | Search FLUTTER+DERIVATIVE |
| 5 | LONG SPAN BRIDGES | 25 | 43% | 5% | 45 | Search LONG+SPAN+BRIDGES | Search LONG+SPAN+BRIDGES |
| 6 | BRIDGE AEROELASTICITY | 24 | 91% | 1% | 10 | Search BRIDGE+AEROELASTICITY | Search BRIDGE+AEROELASTICITY |
| 7 | COUPLED FLUTTER | 21 | 90% | 1% | 9 | Search COUPLED+FLUTTER | Search COUPLED+FLUTTER |
| 8 | INDICIAL FUNCTIONS | 21 | 85% | 1% | 11 | Search INDICIAL+FUNCTIONS | Search INDICIAL+FUNCTIONS |
| 9 | FLUTTER | 19 | 17% | 11% | 104 | Search FLUTTER | Search FLUTTER |
| 10 | AERODYNAMIC DERIVATIVES | 18 | 58% | 2% | 21 | Search AERODYNAMIC+DERIVATIVES | Search AERODYNAMIC+DERIVATIVES |
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 | BUFFETING ANALYSIS | 102 | 89% | 5% | 47 |
| 2 | FLUTTER DERIVATIVES | 61 | 77% | 4% | 41 |
| 3 | COUPLED FLUTTER | 56 | 80% | 4% | 35 |
| 4 | LONG SPAN BRIDGES | 55 | 58% | 7% | 64 |
| 5 | FLEXIBLE BRIDGES | 52 | 80% | 3% | 32 |
| 6 | DECK SECTIONS | 45 | 94% | 2% | 16 |
| 7 | AKASHI KAIKYO BRIDGE | 29 | 88% | 1% | 14 |
| 8 | SUSPENSION BRIDGES | 23 | 39% | 5% | 47 |
| 9 | INDICIAL FUNCTIONS | 18 | 83% | 1% | 10 |
| 10 | SECTION MODEL | 18 | 89% | 1% | 8 |
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 | WIND AND STRUCTURES | 13 | 14% | 9% | 85 |
Reviews |
| Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
|---|---|---|---|---|
| Vibration Mechanisms and Controls of Long-Span Bridges: A Review | 2013 | 1 | 84 | 36% |
| Buffet suppression in long-span suspension bridges | 2011 | 0 | 7 | 57% |
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 | BRIDGE ENGN | 8 | 14% | 5.4% | 51 |
| 2 | STATE DISASTER REDUCT CIVIL ENGN | 6 | 11% | 6.1% | 57 |
| 3 | CRIACIV | 5 | 43% | 1.0% | 9 |
| 4 | WIND ENGN | 4 | 15% | 2.3% | 22 |
| 5 | NATHAZ MODELING | 4 | 22% | 1.6% | 15 |
| 6 | WIND SIMULAT TESTING | 3 | 100% | 0.3% | 3 |
| 7 | GLOBAL ENVIRONM ENGN | 2 | 23% | 1.0% | 9 |
| 8 | ENGN MECH AUTOMAT | 2 | 67% | 0.2% | 2 |
| 9 | STEEL STRUCT HEADQUARTERS | 2 | 67% | 0.2% | 2 |
| 10 | CONSULTING CO NUMER FLUID MECH | 1 | 100% | 0.2% | 2 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000152395 | DRY INCLINED CABLE GALLOPING//RAIN WIND INDUCED VIBRATION//CABLE STAYED BRIDGES |
| 2 | 0.0000127753 | TRAIN AERODYNAMICS//VEHICLE AERODYNAMICS//CROSSWIND STABILITY |
| 3 | 0.0000107985 | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS//WIND LOADS//WIND AND STRUCTURES |
| 4 | 0.0000096970 | EXTENDED FISHER KOLMOGOROV EQUATION//EMBEDDED SOLITONS//TWO TIMESCALES PERTURBATION METHOD |
| 5 | 0.0000085989 | POUNDING//STRUCTURAL POUNDING//SPECTRAL REPRESENTATION METHOD |
| 6 | 0.0000083454 | VORTEX INDUCED VIBRATIONS//VORTEX SHEDDING//JOURNAL OF FLUIDS AND STRUCTURES |
| 7 | 0.0000075664 | CONSISTENTLY LINEARIZED EIGENPROBLEM//IMPERFECTION INSENSITIVITY//HILLTOP BUCKLING |
| 8 | 0.0000051581 | HUMAN STRUCTURE INTERACTION//VIBRATION SERVICEABILITY//FOOTBRIDGES |
| 9 | 0.0000049712 | TUNED MASS DAMPERS//TUNED LIQUID COLUMN DAMPER//TLCD |
| 10 | 0.0000047361 | MOMENTUM INJECTION//CLAUSER TECHNIQUE//DEEP WATER RISERS |