Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
7527 | 1278 | 18.8 | 36% |
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 | DRY INCLINED CABLE GALLOPING | Author keyword | 26 | 100% | 1% | 11 |
2 | RAIN WIND INDUCED VIBRATION | Author keyword | 21 | 61% | 2% | 23 |
3 | CABLE STAYED BRIDGES | Author keyword | 21 | 34% | 4% | 51 |
4 | SUSPENDED CABLES | Author keyword | 21 | 85% | 1% | 11 |
5 | RAIN WIND INDUCED VIBRATIONS | Author keyword | 18 | 83% | 1% | 10 |
6 | CABLE VIBRATION | Author keyword | 16 | 56% | 1% | 19 |
7 | CABLE STAYED BRIDGE | Author keyword | 15 | 16% | 7% | 89 |
8 | STAY CABLE | Author keyword | 15 | 34% | 3% | 36 |
9 | STOCKBRIDGE DAMPER | Author keyword | 15 | 88% | 1% | 7 |
10 | GALLOPING | Author keyword | 14 | 26% | 4% | 47 |
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 | DRY INCLINED CABLE GALLOPING | 26 | 100% | 1% | 11 | Search DRY+INCLINED+CABLE+GALLOPING | Search DRY+INCLINED+CABLE+GALLOPING |
2 | RAIN WIND INDUCED VIBRATION | 21 | 61% | 2% | 23 | Search RAIN+WIND+INDUCED+VIBRATION | Search RAIN+WIND+INDUCED+VIBRATION |
3 | CABLE STAYED BRIDGES | 21 | 34% | 4% | 51 | Search CABLE+STAYED+BRIDGES | Search CABLE+STAYED+BRIDGES |
4 | SUSPENDED CABLES | 21 | 85% | 1% | 11 | Search SUSPENDED+CABLES | Search SUSPENDED+CABLES |
5 | RAIN WIND INDUCED VIBRATIONS | 18 | 83% | 1% | 10 | Search RAIN+WIND+INDUCED+VIBRATIONS | Search RAIN+WIND+INDUCED+VIBRATIONS |
6 | CABLE VIBRATION | 16 | 56% | 1% | 19 | Search CABLE+VIBRATION | Search CABLE+VIBRATION |
7 | CABLE STAYED BRIDGE | 15 | 16% | 7% | 89 | Search CABLE+STAYED+BRIDGE | Search CABLE+STAYED+BRIDGE |
8 | STAY CABLE | 15 | 34% | 3% | 36 | Search STAY+CABLE | Search STAY+CABLE |
9 | STOCKBRIDGE DAMPER | 15 | 88% | 1% | 7 | Search STOCKBRIDGE+DAMPER | Search STOCKBRIDGE+DAMPER |
10 | GALLOPING | 14 | 26% | 4% | 47 | Search GALLOPING | Search GALLOPING |
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 | STAYED BRIDGES | 55 | 66% | 4% | 51 |
2 | VISCOUS DAMPER | 55 | 77% | 3% | 37 |
3 | TAUT CABLE | 50 | 73% | 3% | 38 |
4 | ELASTIC CABLE | 44 | 81% | 2% | 26 |
5 | HANGING CABLE | 38 | 93% | 1% | 14 |
6 | SUSPENDED CABLES | 36 | 60% | 3% | 40 |
7 | ELASTIC CABLES | 34 | 63% | 3% | 34 |
8 | SUSPENDED CABLE | 32 | 78% | 2% | 21 |
9 | 3 DEGREE OF FREEDOM MODEL | 26 | 69% | 2% | 22 |
10 | ATTACHED DAMPER | 25 | 77% | 1% | 17 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
High-voltage transmission tower-line system subjected to disaster loads | 2006 | 16 | 26 | 50% |
Closed-Form Formula of the Transverse Dynamic Stiffness of a Shallowly Inclined Taut Cable | 2014 | 0 | 13 | 100% |
Dynamic Responses and Vibration Control of the Transmission Tower-Line System: A State-of-the-Art Review | 2014 | 0 | 63 | 52% |
REVIEW OF SPULERINA (LEPIDOPTERA: GRACILLARIIDAE) FROM CHINA, WITH DESCRIPTION OF THREE NEW SPECIES | 2009 | 1 | 2 | 50% |
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 | AC PROJECT CONSTRUCT BRANCH | 6 | 100% | 0.3% | 4 |
2 | DIPARTIMENTO INGN STRUTTURE ACQUE TERRENO | 5 | 26% | 1.3% | 17 |
3 | STEEL SOLUT | 4 | 67% | 0.3% | 4 |
4 | SYST INTEGRAT IMPLEMENTAT | 3 | 100% | 0.2% | 3 |
5 | AERODINAM CONSTRUCOES | 3 | 60% | 0.2% | 3 |
6 | SYST IMPLEMENTAT INTEGRAT | 2 | 67% | 0.2% | 2 |
7 | MONTEFIORE ELECT | 2 | 27% | 0.5% | 6 |
8 | GWC WHITING ENGN | 2 | 21% | 0.5% | 7 |
9 | CONSTRUCT NEW TECHNOL MOUNTAINOUS REG C | 1 | 100% | 0.2% | 2 |
10 | DIPARTIMENTO DARC | 1 | 100% | 0.2% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000152395 | FLUTTER DERIVATIVES//BRIDGE AERODYNAMICS//BUFFETING |
2 | 0.0000146719 | FORMEX ALGEBRA//TOWER TESTING//TRANSMISSION LINE TOWERS |
3 | 0.0000101558 | SNAP LOADING//STEEL CATENARY RISER//CABLE DYNAMICS |
4 | 0.0000084699 | FIBRE ROPE//SPIRAL STRANDS//ROPE FAILURES |
5 | 0.0000075666 | TENSEGRITY//FORCE DENSITY METHOD//FORM FINDING |
6 | 0.0000064089 | AXIALLY MOVING BEAMS//AXIALLY MOVING STRING//AXIALLY ACCELERATING BEAM |
7 | 0.0000062005 | NONLINEAR ENERGY SINK//NONLINEAR NORMAL MODES//ESSENTIAL NONLINEARITY |
8 | 0.0000061762 | DOWNBURST//DOWNBURSTS//THUNDERSTORM DOWNBURST |
9 | 0.0000059877 | EXTENDED FISHER KOLMOGOROV EQUATION//EMBEDDED SOLITONS//TWO TIMESCALES PERTURBATION METHOD |
10 | 0.0000058274 | SEMI ACTIVE CONTROL//STRUCTURAL CONTROL//SMART STRUCT SYST |