Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
3182 | 1965 | 19.1 | 33% |
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 | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | Journal | 266 | 25% | 47% | 932 |
2 | WIND LOADS | Author keyword | 96 | 48% | 7% | 146 |
3 | WIND AND STRUCTURES | Journal | 67 | 31% | 9% | 182 |
4 | CYCLONE TESTING STN | Address | 44 | 100% | 1% | 16 |
5 | LOW RISE BUILDINGS | Author keyword | 41 | 60% | 2% | 45 |
6 | BOUNDARY LAYER WIND TUNNEL | Address | 37 | 43% | 3% | 67 |
7 | WINDBORNE DEBRIS | Author keyword | 35 | 86% | 1% | 18 |
8 | CROSSWIND RESPONSE | Author keyword | 27 | 92% | 1% | 11 |
9 | WALL OF WIND | Author keyword | 27 | 92% | 1% | 11 |
10 | LOW RISE BUILDING | Author keyword | 27 | 58% | 2% | 31 |
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 | WIND LOADS | 96 | 48% | 7% | 146 | Search WIND+LOADS | Search WIND+LOADS |
2 | LOW RISE BUILDINGS | 41 | 60% | 2% | 45 | Search LOW+RISE+BUILDINGS | Search LOW+RISE+BUILDINGS |
3 | WINDBORNE DEBRIS | 35 | 86% | 1% | 18 | Search WINDBORNE+DEBRIS | Search WINDBORNE+DEBRIS |
4 | CROSSWIND RESPONSE | 27 | 92% | 1% | 11 | Search CROSSWIND+RESPONSE | Search CROSSWIND+RESPONSE |
5 | WALL OF WIND | 27 | 92% | 1% | 11 | Search WALL+OF+WIND | Search WALL+OF+WIND |
6 | LOW RISE BUILDING | 27 | 58% | 2% | 31 | Search LOW+RISE+BUILDING | Search LOW+RISE+BUILDING |
7 | DOMINANT OPENING | 26 | 100% | 1% | 11 | Search DOMINANT+OPENING | Search DOMINANT+OPENING |
8 | CONICAL VORTICES | 24 | 91% | 1% | 10 | Search CONICAL+VORTICES | Search CONICAL+VORTICES |
9 | FULL SCALE MEASUREMENT | 24 | 56% | 1% | 29 | Search FULL+SCALE+MEASUREMENT | Search FULL+SCALE+MEASUREMENT |
10 | WIND TUNNEL TEST | 19 | 21% | 4% | 82 | Search WIND+TUNNEL+TEST | Search WIND+TUNNEL+TEST |
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 | UWO CONTRIBUTION | 75 | 91% | 2% | 31 |
2 | WIND BORNE DEBRIS | 72 | 100% | 1% | 23 |
3 | NIST AERODYNAMIC DATABASE | 65 | 90% | 1% | 28 |
4 | LOW BUILDINGS | 64 | 88% | 2% | 30 |
5 | WINDBORNE DEBRIS | 62 | 92% | 1% | 24 |
6 | FULL SCALE MEASUREMENTS | 35 | 59% | 2% | 40 |
7 | FLAT ROOF | 32 | 88% | 1% | 15 |
8 | TALL BUILDINGS | 29 | 28% | 4% | 88 |
9 | CONICAL VORTICES | 27 | 83% | 1% | 15 |
10 | TECH FIELD EXPERIMENTS | 24 | 82% | 1% | 14 |
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 | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS | 266 | 25% | 47% | 932 |
2 | WIND AND STRUCTURES | 67 | 31% | 9% | 182 |
3 | NATURAL HAZARDS REVIEW | 2 | 11% | 1% | 19 |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Which Design Constraints Apply to a Pipe-Framed Greenhouse?: From Perspectives of Structural Engineering, Meteorological Conditions, and Wind Engineering | 2015 | 1 | 5 | 80% |
A review of wind loads on heliostats and trough collectors | 2014 | 6 | 19 | 68% |
Probabilistic 3-D turbulence modeling for gust buffeting of structures | 2001 | 83 | 32 | 63% |
Wind-induced interference effects on buildings - a review of the state-of-the-art | 1998 | 50 | 26 | 69% |
Wind pressures acting on low-rise buildings | 1999 | 41 | 57 | 96% |
Modelling the vulnerability of buildings to wind - a review | 2011 | 5 | 14 | 79% |
State of the Art of Hurricane Vulnerability Estimation Methods: A Review | 2015 | 0 | 34 | 94% |
A uniform methodology to establish test parameters for watertightness testing Part I: A critical review | 2013 | 2 | 36 | 31% |
WIND LOADS ON LOW-RISE BUILDINGS - A REVIEW OF THE STATE OF THE ART | 1984 | 21 | 7 | 86% |
RECENT ADVANCES IN THE FIELD OF LONG SPAN TENSION STRUCTURES | 1991 | 5 | 16 | 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 | CYCLONE TESTING STN | 44 | 100% | 0.8% | 16 |
2 | BOUNDARY LAYER WIND TUNNEL | 37 | 43% | 3.4% | 67 |
3 | WIND ENGN | 24 | 37% | 2.6% | 52 |
4 | NATHAZ MODELING | 10 | 35% | 1.2% | 24 |
5 | ALAN G DAVENPORT WIND ENGN GRP | 9 | 48% | 0.7% | 14 |
6 | STATE DISASTER REDUCT CIVIL ENGN | 7 | 11% | 3.0% | 58 |
7 | CLP POWER WIND WAVE TUNNEL IL | 6 | 44% | 0.6% | 11 |
8 | BLDG CONSTRUCT SCI | 6 | 71% | 0.3% | 5 |
9 | CRIACIV CIVIL ENVIRONM ENGN DICA | 6 | 100% | 0.2% | 4 |
10 | WIND | 5 | 38% | 0.5% | 10 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000206480 | DOWNBURST//DOWNBURSTS//THUNDERSTORM DOWNBURST |
2 | 0.0000107985 | FLUTTER DERIVATIVES//BRIDGE AERODYNAMICS//BUFFETING |
3 | 0.0000098400 | STREET CANYON//POLLUTANT DISPERSION//URBAN STREET CANYON |
4 | 0.0000091518 | R C SHELL//REINFORCED CONCRETE SHELLS//HYPERBOLIC PARABOLOID SADDLE SHELL |
5 | 0.0000063970 | FLOW OVER HILLS//COMPLEX TERRAIN//TURBULENT FORM DRAG |
6 | 0.0000063152 | POUNDING//STRUCTURAL POUNDING//SPECTRAL REPRESENTATION METHOD |
7 | 0.0000059581 | PUBL WORKS CIVIL ENGN//STRUCT HLTH CARE TECHNOL BLDG//GEODESY GEODET PLICAT |
8 | 0.0000052376 | WAVE PROPAGATION IN BUILDINGS//WAVE PROPAGATION IN STRUCTURES//WAVE TRAVEL TIME |
9 | 0.0000045883 | WOOD STRUCTURES//SHEAR WALLS//LATERAL PERFORMANCE |
10 | 0.0000044601 | COMPLEX BUILDING//SUPER TALL BUILDING//ELASTO PLASTIC TIME HISTORY ANALYSIS |