Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
30510 | 137 | 16.2 | 25% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
748 | 11843 | THIN-WALLED STRUCTURES//JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//COLD FORMED STEEL |
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 | BUILT UP MEMBERS | Author keyword | 6 | 80% | 3% | 4 |
2 | THEORY OF FLEXIBLE SHELL | Author keyword | 6 | 100% | 3% | 4 |
3 | CIRCULAR RING SHELL | Author keyword | 3 | 57% | 3% | 4 |
4 | BATTEN COLUMN | Author keyword | 3 | 100% | 2% | 3 |
5 | LACED BUILT UP COLUMNS | Author keyword | 3 | 100% | 2% | 3 |
6 | LACED COLUMN | Author keyword | 2 | 44% | 3% | 4 |
7 | BATTENS | Author keyword | 2 | 67% | 1% | 2 |
8 | CIRCULAR RING SHELLS | Author keyword | 2 | 67% | 1% | 2 |
9 | ELASTIC CRITICAL LOAD | Author keyword | 2 | 67% | 1% | 2 |
10 | EQUIVALENT SLENDERNESS RATIO | Author keyword | 2 | 50% | 2% | 3 |
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 | BUILT UP MEMBERS | 6 | 80% | 3% | 4 | Search BUILT+UP+MEMBERS | Search BUILT+UP+MEMBERS |
2 | THEORY OF FLEXIBLE SHELL | 6 | 100% | 3% | 4 | Search THEORY+OF+FLEXIBLE+SHELL | Search THEORY+OF+FLEXIBLE+SHELL |
3 | CIRCULAR RING SHELL | 3 | 57% | 3% | 4 | Search CIRCULAR+RING+SHELL | Search CIRCULAR+RING+SHELL |
4 | BATTEN COLUMN | 3 | 100% | 2% | 3 | Search BATTEN+COLUMN | Search BATTEN+COLUMN |
5 | LACED BUILT UP COLUMNS | 3 | 100% | 2% | 3 | Search LACED+BUILT+UP+COLUMNS | Search LACED+BUILT+UP+COLUMNS |
6 | LACED COLUMN | 2 | 44% | 3% | 4 | Search LACED+COLUMN | Search LACED+COLUMN |
7 | BATTENS | 2 | 67% | 1% | 2 | Search BATTENS | Search BATTENS |
8 | CIRCULAR RING SHELLS | 2 | 67% | 1% | 2 | Search CIRCULAR+RING+SHELLS | Search CIRCULAR+RING+SHELLS |
9 | ELASTIC CRITICAL LOAD | 2 | 67% | 1% | 2 | Search ELASTIC+CRITICAL+LOAD | Search ELASTIC+CRITICAL+LOAD |
10 | EQUIVALENT SLENDERNESS RATIO | 2 | 50% | 2% | 3 | Search EQUIVALENT+SLENDERNESS+RATIO | Search EQUIVALENT+SLENDERNESS+RATIO |
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 | BUILT UP COLUMNS | 14 | 100% | 5% | 7 |
2 | STAY PLATES | 6 | 100% | 3% | 4 |
3 | AXIAL COMPRESSIBILITY | 3 | 100% | 2% | 3 |
4 | BATTEN COLUMNS | 3 | 100% | 2% | 3 |
5 | SLENDERNESS RATIO | 3 | 100% | 2% | 3 |
6 | UP COMPRESSION MEMBERS | 3 | 100% | 2% | 3 |
7 | BUCKLING FORMULAS | 1 | 50% | 1% | 2 |
8 | FIBER REINFORCED CANTILEVER | 1 | 100% | 1% | 2 |
9 | PLANE DEFORMATIONS | 1 | 13% | 3% | 4 |
10 | LATERAL RIGIDITY | 0 | 33% | 1% | 1 |
Journals |
Reviews |
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 | EARTHQUAKE ENG | 1 | 50% | 0.7% | 1 |
2 | LIMATB RECH | 1 | 50% | 0.7% | 1 |
3 | IIEES | 1 | 25% | 1.5% | 2 |
4 | NRCSE | 0 | 17% | 0.7% | 1 |
5 | ARTS SCI LETTERS | 0 | 13% | 0.7% | 1 |
6 | PROGRAM OLDER PEOPLE | 0 | 100% | 0.7% | 1 |
7 | USA COMPUTAT STRUCT MAT BRANCH | 0 | 100% | 0.7% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000160931 | OPTIMAL COLUMNS//OPTIMAL SHAPE//BIMODAL OPTIMIZATION |
2 | 0.0000131112 | ELASTICA//THIN ELASTIC ROD//ELASTIC RODS |
3 | 0.0000124377 | LATERAL TORSIONAL BUCKLING//CELLULAR BEAM//WEB DISTORTION |
4 | 0.0000108978 | BUCKLING RESTRAINED BRACE//CONCENTRICALLY BRACED FRAMES//STEEL PLATE SHEAR WALLS |
5 | 0.0000107431 | COLD FORMED STEEL//DIRECT STRENGTH METHOD//THIN-WALLED STRUCTURES |
6 | 0.0000097010 | ELASTIC RING SUPPORT//LOCAL THERMAL INCONSISTENCY//SOFTWARE DEV SECT |
7 | 0.0000080685 | THIN WALLED BEAMS//FLEXURAL TORSIONAL VIBRATION//NONUNIFORM TORSION |
8 | 0.0000076028 | ELASTIC COLUMNS//FOLLOWER FORCE//DIVERGENCE INSTABILITY |
9 | 0.0000068560 | GEOMETRY NONLINEARITY//MATH MODELING INFORMAT TECHNOL//VISCOELASTIC PLATES |
10 | 0.0000067586 | NETWORK READY DEVICES//COMMERCE PROCESSES//WIRELESS 1394 |