Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
5015 | 1618 | 20.4 | 33% |
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 | COLD FORMED STEEL | Author keyword | 134 | 48% | 12% | 202 |
2 | DIRECT STRENGTH METHOD | Author keyword | 116 | 87% | 4% | 58 |
3 | THIN-WALLED STRUCTURES | Journal | 113 | 20% | 31% | 508 |
4 | DISTORTIONAL BUCKLING | Author keyword | 94 | 66% | 5% | 88 |
5 | GENERALISED BEAM THEORY GBT | Author keyword | 62 | 85% | 2% | 33 |
6 | WEB CRIPPLING | Author keyword | 51 | 69% | 3% | 44 |
7 | COLD FORMED STEEL STRUCTURES | Author keyword | 51 | 83% | 2% | 29 |
8 | COLD FORMED | Author keyword | 38 | 50% | 3% | 56 |
9 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | Journal | 37 | 11% | 20% | 316 |
10 | COLD FORMED STEEL SECTIONS | Author keyword | 34 | 93% | 1% | 13 |
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 | COLD FORMED STEEL | 134 | 48% | 12% | 202 | Search COLD+FORMED+STEEL | Search COLD+FORMED+STEEL |
2 | DIRECT STRENGTH METHOD | 116 | 87% | 4% | 58 | Search DIRECT+STRENGTH+METHOD | Search DIRECT+STRENGTH+METHOD |
3 | DISTORTIONAL BUCKLING | 94 | 66% | 5% | 88 | Search DISTORTIONAL+BUCKLING | Search DISTORTIONAL+BUCKLING |
4 | GENERALISED BEAM THEORY GBT | 62 | 85% | 2% | 33 | Search GENERALISED+BEAM+THEORY+GBT | Search GENERALISED+BEAM+THEORY+GBT |
5 | WEB CRIPPLING | 51 | 69% | 3% | 44 | Search WEB+CRIPPLING | Search WEB+CRIPPLING |
6 | COLD FORMED STEEL STRUCTURES | 51 | 83% | 2% | 29 | Search COLD+FORMED+STEEL+STRUCTURES | Search COLD+FORMED+STEEL+STRUCTURES |
7 | COLD FORMED | 38 | 50% | 3% | 56 | Search COLD+FORMED | Search COLD+FORMED |
8 | COLD FORMED STEEL SECTIONS | 34 | 93% | 1% | 13 | Search COLD+FORMED+STEEL+SECTIONS | Search COLD+FORMED+STEEL+SECTIONS |
9 | LOCAL BUCKLING | 33 | 23% | 8% | 128 | Search LOCAL+BUCKLING | Search LOCAL+BUCKLING |
10 | COLD FORMED STEEL COLUMNS | 32 | 88% | 1% | 15 | Search COLD+FORMED+STEEL+COLUMNS | Search COLD+FORMED+STEEL+COLUMNS |
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 | DIRECT STRENGTH METHOD | 87 | 94% | 2% | 31 |
2 | CHANNEL COLUMNS | 69 | 77% | 3% | 47 |
3 | GENERALIZED BEAM THEORY | 52 | 65% | 3% | 50 |
4 | BUCKLING MODE DECOMPOSITION | 49 | 94% | 1% | 17 |
5 | CROSS SECTION MEMBERS | 37 | 75% | 2% | 27 |
6 | LIPPED CHANNEL COLUMNS | 33 | 100% | 1% | 13 |
7 | COLD FORMED STEEL | 28 | 61% | 2% | 30 |
8 | TUBULAR MEMBERS | 28 | 60% | 2% | 31 |
9 | THIN WALLED MEMBERS | 27 | 63% | 2% | 27 |
10 | HOLLOW SECTIONS | 25 | 44% | 3% | 43 |
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 | THIN-WALLED STRUCTURES | 113 | 20% | 31% | 508 |
2 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 37 | 11% | 20% | 316 |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
The use of stainless steel in structures | 2005 | 87 | 10 | 100% |
Review: Constrained finite strip method developments and applications in cold-formed steel design | 2014 | 2 | 32 | 97% |
Cold-formed steel structures | 2003 | 47 | 44 | 86% |
Shear response of stainless steel plate girders | 2007 | 16 | 6 | 67% |
An overview study on cross-section classification of steel H-sections | 2013 | 1 | 25 | 72% |
Review of current fire design rules for cold-formed steel wall systems | 2014 | 0 | 4 | 100% |
A consistent nonlinear approach for analysing steel, cold-formed steel, stainless steel and composite columns at ambient and fire conditions | 2013 | 2 | 93 | 43% |
Review on Cold-Formed Steel Connections | 2014 | 0 | 62 | 66% |
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 | ICIST IST | 18 | 61% | 1.2% | 19 |
2 | STEEL STRUCT STRUCT MECH | 13 | 53% | 1.1% | 17 |
3 | ICIST | 10 | 19% | 3.0% | 48 |
4 | IRMRC | 6 | 71% | 0.3% | 5 |
5 | STRUCT DESIGN GRP | 6 | 58% | 0.4% | 7 |
6 | STRENGTH MAT STRUCT ENGN | 4 | 38% | 0.6% | 9 |
7 | ADV FUNDAMENTAL TECH SCI | 4 | 75% | 0.2% | 3 |
8 | CIVIL ENGN SAFETY DURABIL | 4 | 16% | 1.4% | 23 |
9 | STRUCT ANAL DES | 3 | 100% | 0.2% | 3 |
10 | CERISICIST | 2 | 67% | 0.1% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000184515 | LATERAL TORSIONAL BUCKLING//CELLULAR BEAM//WEB DISTORTION |
2 | 0.0000171737 | BLOCK SHEAR//TENSION MEMBERS//COPED BEAMS |
3 | 0.0000165559 | PATCH LOADING//CORRUGATED WEB//LONGITUDINAL STIFFENERS |
4 | 0.0000158214 | DYNAMIC BUCKLING//STRENGTH MAT STRUCT K12//TEACHING SECT MAT MECH |
5 | 0.0000122036 | COMPOSITE COLUMNS//ELLIPTICAL HOLLOW SECTIONS//CONCRETE FILLED STEEL TUBES |
6 | 0.0000107431 | BUILT UP MEMBERS//THEORY OF FLEXIBLE SHELL//CIRCULAR RING SHELL |
7 | 0.0000091697 | FORMEX ALGEBRA//TOWER TESTING//TRANSMISSION LINE TOWERS |
8 | 0.0000081381 | FIRE RESISTANCE//ARCHITECTURAL STUDIES//FIRE ENGINEERING |
9 | 0.0000081247 | PLATES WITH CUTOUTS//36NI FE ALLOY//KNITTING ZONE |
10 | 0.0000069706 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC//COMPONENT METHOD |