Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 24820 | 251 | 17.0 | 22% |
Classes in level above (level 2) |
| ID, lev. above |
Publications | Label for level above |
|---|---|---|
| 1840 | 5631 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//COMPOSITE COLUMNS//ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC |
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 | BLOCK SHEAR | Author keyword | 14 | 65% | 5% | 13 |
| 2 | TENSION MEMBERS | Author keyword | 8 | 70% | 3% | 7 |
| 3 | COPED BEAMS | Author keyword | 7 | 64% | 3% | 7 |
| 4 | COPED BEAM | Author keyword | 6 | 80% | 2% | 4 |
| 5 | SHEAR LAG | Author keyword | 2 | 11% | 8% | 20 |
| 6 | BULKHEAD PLATE | Author keyword | 2 | 67% | 1% | 2 |
| 7 | COLUMN SPLICE | Author keyword | 2 | 67% | 1% | 2 |
| 8 | COLUMN SPLICES | Author keyword | 2 | 67% | 1% | 2 |
| 9 | LOCAL WEB BUCKLING | Author keyword | 2 | 67% | 1% | 2 |
| 10 | BLOCK SHEAR FAILURE | Author keyword | 2 | 50% | 1% | 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 | BLOCK SHEAR | 14 | 65% | 5% | 13 | Search BLOCK+SHEAR | Search BLOCK+SHEAR |
| 2 | TENSION MEMBERS | 8 | 70% | 3% | 7 | Search TENSION+MEMBERS | Search TENSION+MEMBERS |
| 3 | COPED BEAMS | 7 | 64% | 3% | 7 | Search COPED+BEAMS | Search COPED+BEAMS |
| 4 | COPED BEAM | 6 | 80% | 2% | 4 | Search COPED+BEAM | Search COPED+BEAM |
| 5 | SHEAR LAG | 2 | 11% | 8% | 20 | Search SHEAR+LAG | Search SHEAR+LAG |
| 6 | BULKHEAD PLATE | 2 | 67% | 1% | 2 | Search BULKHEAD+PLATE | Search BULKHEAD+PLATE |
| 7 | COLUMN SPLICE | 2 | 67% | 1% | 2 | Search COLUMN+SPLICE | Search COLUMN+SPLICE |
| 8 | COLUMN SPLICES | 2 | 67% | 1% | 2 | Search COLUMN+SPLICES | Search COLUMN+SPLICES |
| 9 | LOCAL WEB BUCKLING | 2 | 67% | 1% | 2 | Search LOCAL+WEB+BUCKLING | Search LOCAL+WEB+BUCKLING |
| 10 | BLOCK SHEAR FAILURE | 2 | 50% | 1% | 3 | Search BLOCK+SHEAR+FAILURE | Search BLOCK+SHEAR+FAILURE |
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 | LONGITUDINAL FILLET WELDS | 7 | 64% | 3% | 7 |
| 2 | CLIP ANGLE CONNECTION | 6 | 80% | 2% | 4 |
| 3 | GUSSET PLATES | 6 | 80% | 2% | 4 |
| 4 | RHS MEMBERS | 6 | 71% | 2% | 5 |
| 5 | BLOCK SHEAR | 3 | 57% | 2% | 4 |
| 6 | BLOCK SHEAR FAILURE | 3 | 100% | 1% | 3 |
| 7 | STRUCTURAL TEES | 3 | 100% | 1% | 3 |
| 8 | WEB BUCKLING STRENGTH | 3 | 100% | 1% | 3 |
| 9 | FORMED RHS MEMBERS | 3 | 60% | 1% | 3 |
| 10 | BOLT STAGGER | 1 | 100% | 1% | 2 |
Journals |
Reviews |
| Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
|---|---|---|---|---|
| Local failures of coped steel beams - A state-of-the-art review | 2014 | 2 | 32 | 100% |
| Review of resistance factor for steel: data collection | 2002 | 20 | 3 | 67% |
| Review of resistance factor for steel: resistance distributions and resistance factor calibration | 2002 | 11 | 4 | 75% |
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 | LEHRSTUHL STAHL VERBUNDBAU | 1 | 38% | 1.2% | 3 |
| 2 | STRUCT BLDG ENGN STEEL TIMBER STRUCT | 1 | 38% | 1.2% | 3 |
| 3 | HGEBIET BAUSTAT STAHLBAU | 1 | 50% | 0.8% | 2 |
| 4 | HWAK H ANGEW WISSEN KUNST | 1 | 100% | 0.8% | 2 |
| 5 | LEHRSTUHL STAHL HOLZ LEICHTBAU | 1 | 50% | 0.8% | 2 |
| 6 | SOLDAGEM TECN CONEXAS | 1 | 100% | 0.8% | 2 |
| 7 | BUILD ENVIRONM GEOSCI | 1 | 50% | 0.4% | 1 |
| 8 | FED TECHNOL EDUC GOIAS | 1 | 50% | 0.4% | 1 |
| 9 | PECC ENC FT | 1 | 50% | 0.4% | 1 |
| 10 | CONSULTING OFF | 0 | 33% | 0.4% | 1 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000184724 | TUBULAR JOINT//CIRCULAR HOLLOW SECTION CHS//HOT SPOT STRESS |
| 2 | 0.0000171737 | COLD FORMED STEEL//DIRECT STRENGTH METHOD//THIN-WALLED STRUCTURES |
| 3 | 0.0000154355 | BUCKLING RESTRAINED BRACE//CONCENTRICALLY BRACED FRAMES//STEEL PLATE SHEAR WALLS |
| 4 | 0.0000110748 | LATERAL TORSIONAL BUCKLING//CELLULAR BEAM//WEB DISTORTION |
| 5 | 0.0000107126 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC//COMPONENT METHOD |
| 6 | 0.0000075406 | COMPOSITE COLUMNS//ELLIPTICAL HOLLOW SECTIONS//CONCRETE FILLED STEEL TUBES |
| 7 | 0.0000055520 | ENGN ADV TECHNOL LARGE STRUCT SYST ATLSS//STRUCTURE AND INFRASTRUCTURE ENGINEERING//ATLSS ENGN |
| 8 | 0.0000054886 | PATCH LOADING//CORRUGATED WEB//LONGITUDINAL STIFFENERS |
| 9 | 0.0000049109 | REINFORCED CONCRETE SECTIONS//BIAXIAL BENDING//SPUN CONCRETE |
| 10 | 0.0000046813 | CRUCIFORM JOINT//EFFECTIVE NOTCH STRESS//FATIGUE IMPROVEMENT |