Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
27830 | 220 | 17.6 | 23% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
101 | 3 | CONSTRUCTION & BUILDING TECHNOLOGY//CEMENT AND CONCRETE RESEARCH//ENGINEERING, CIVIL | 73839 |
1017 | 2 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//THIN-WALLED STRUCTURES//CONSTRUCTION & BUILDING TECHNOLOGY | 10281 |
27830 | 1 | SINGLE ANGLE//ANGLE SECTION//ANGLE BEAMS | 220 |
Terms with highest relevance score |
rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|---|
1 | SINGLE ANGLE | authKW | 1119625 | 5% | 73% | 11 |
2 | ANGLE SECTION | authKW | 499665 | 3% | 60% | 6 |
3 | ANGLE BEAMS | authKW | 416392 | 1% | 100% | 3 |
4 | COLUMNS STRUCTURAL | authKW | 416392 | 1% | 100% | 3 |
5 | PLASTIC LIMIT STATE | authKW | 416392 | 1% | 100% | 3 |
6 | AISC SPECIFICATION | authKW | 312292 | 1% | 75% | 3 |
7 | WAGNER STRAIN | authKW | 312292 | 1% | 75% | 3 |
8 | ELASTIC LIMIT STATE | authKW | 277594 | 1% | 100% | 2 |
9 | INTERACTION CRITERIA | authKW | 277594 | 1% | 100% | 2 |
10 | INTERACTION LIMIT SURFACE | authKW | 277594 | 1% | 100% | 2 |
Web of Science journal categories |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | Construction & Building Technology | 25583 | 57% | 0% | 126 |
2 | Engineering, Civil | 21493 | 85% | 0% | 187 |
3 | Computer Science, Interdisciplinary Applications | 221 | 9% | 0% | 20 |
4 | Mechanics | 63 | 7% | 0% | 15 |
5 | Engineering, General | 62 | 5% | 0% | 10 |
6 | Mathematics, Interdisciplinary Applications | 43 | 4% | 0% | 8 |
7 | Materials Science, Composites | 27 | 2% | 0% | 4 |
8 | Engineering, Mechanical | 21 | 4% | 0% | 9 |
9 | Film, Radio, Television | 17 | 0% | 0% | 1 |
10 | Engineering, Aerospace | 4 | 1% | 0% | 2 |
Address terms |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | CIVIL ARCHIVAL ENGN | 138797 | 0% | 100% | 1 |
2 | CIVIL ENGN STRUCT DISASTER PREVENT MI | 138797 | 0% | 100% | 1 |
3 | ENGN DEGREE | 138797 | 0% | 100% | 1 |
4 | ESTRUTURAS | 116876 | 2% | 21% | 4 |
5 | ARCHITECTURE CIVIL ENGN URBAN PLANNING | 69398 | 0% | 50% | 1 |
6 | ESCUELA TS INGN CAMINOS CANALES PUERTOS | 46264 | 0% | 33% | 1 |
7 | SPECIALTY UNIT SAFETY STRUCT | 42703 | 1% | 15% | 2 |
8 | SPECIALTY UNIT P ERVAT STRUCT | 26434 | 1% | 10% | 2 |
9 | ENGN DISASTER PREVENT STRUCT SAFETY | 23131 | 0% | 17% | 1 |
10 | MECAN COMPORTEMENT MAT | 23131 | 0% | 17% | 1 |
Journals |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC | 200568 | 10% | 6% | 23 |
2 | ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION | 79069 | 3% | 8% | 7 |
3 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 67013 | 18% | 1% | 40 |
4 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 39399 | 15% | 1% | 33 |
5 | CANADIAN JOURNAL OF CIVIL ENGINEERING | 11190 | 8% | 0% | 17 |
6 | JOURNAL OF THE STRUCTURAL DIVISION-ASCE | 9026 | 2% | 1% | 5 |
7 | CIVIL ENGINEERING FOR PRACTICING AND DESIGN ENGINEERS | 7499 | 1% | 3% | 2 |
8 | JOURNAL OF BRIDGE ENGINEERING | 5271 | 3% | 1% | 7 |
9 | COMPUTERS & STRUCTURES | 4935 | 8% | 0% | 18 |
10 | JOURNAL OF STRUCTURAL ENGINEERING | 4547 | 4% | 0% | 9 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | SINGLE ANGLE | 1119625 | 5% | 73% | 11 | Search SINGLE+ANGLE | Search SINGLE+ANGLE |
2 | ANGLE SECTION | 499665 | 3% | 60% | 6 | Search ANGLE+SECTION | Search ANGLE+SECTION |
3 | ANGLE BEAMS | 416392 | 1% | 100% | 3 | Search ANGLE+BEAMS | Search ANGLE+BEAMS |
4 | COLUMNS STRUCTURAL | 416392 | 1% | 100% | 3 | Search COLUMNS+STRUCTURAL | Search COLUMNS+STRUCTURAL |
5 | PLASTIC LIMIT STATE | 416392 | 1% | 100% | 3 | Search PLASTIC+LIMIT+STATE | Search PLASTIC+LIMIT+STATE |
6 | AISC SPECIFICATION | 312292 | 1% | 75% | 3 | Search AISC+SPECIFICATION | Search AISC+SPECIFICATION |
7 | WAGNER STRAIN | 312292 | 1% | 75% | 3 | Search WAGNER+STRAIN | Search WAGNER+STRAIN |
8 | ELASTIC LIMIT STATE | 277594 | 1% | 100% | 2 | Search ELASTIC+LIMIT+STATE | Search ELASTIC+LIMIT+STATE |
9 | INTERACTION CRITERIA | 277594 | 1% | 100% | 2 | Search INTERACTION+CRITERIA | Search INTERACTION+CRITERIA |
10 | INTERACTION LIMIT SURFACE | 277594 | 1% | 100% | 2 | Search INTERACTION+LIMIT+SURFACE | Search INTERACTION+LIMIT+SURFACE |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
---|---|---|---|---|
1 | AYDIN, R , DOGAN, M , GUNAYDIN, A , GOKDEMIR, H , KIRAC, N , (2011) EXPERIMENTAL AND CODE BASED STUDY OF BEAM-COLUMN BEHAVIOUR OF EQUAL LEG SINGLE-ANGLES.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. VOL. 67. ISSUE 5. P. 780-789 | 12 | 100% | 0 |
2 | YUAN, WB , ZHAN, W , XU, J , YU, NT , (2016) NONLINEAR INSTABILITY OF ANGLE SECTION BEAMS UNDER UNIFORMLY DISTRIBUTED LOADS.INTERNATIONAL JOURNAL OF STEEL STRUCTURES. VOL. 16. ISSUE 2. P. 309 -315 | 13 | 68% | 0 |
3 | YUAN, WB , LI, LY , (2012) NONLINEAR INSTABILITY OF ANGLE SECTION BEAMS SUBJECTED TO STATIC AND DYNAMIC SUDDEN STEP LOADS.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. VOL. 77. ISSUE . P. 19-22 | 12 | 75% | 2 |
4 | LIU, Y , HUI, LB , (2010) BEHAVIOUR OF STEEL SINGLE ANGLES SUBJECTED TO ECCENTRIC AXIAL LOADS.CANADIAN JOURNAL OF CIVIL ENGINEERING. VOL. 37. ISSUE 6. P. 887-896 | 9 | 100% | 1 |
5 | LIU, Y , CHANTEL, S , (2011) EXPERIMENTAL STUDY OF STEEL SINGLE UNEQUAL-LEG ANGLES UNDER ECCENTRIC COMPRESSION.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. VOL. 67. ISSUE 6. P. 919 -928 | 10 | 83% | 2 |
6 | LIU, Y , HUI, LB , (2010) FINITE ELEMENT STUDY OF STEEL SINGLE ANGLE BEAM-COLUMNS.ENGINEERING STRUCTURES. VOL. 32. ISSUE 8. P. 2087-2095 | 8 | 100% | 2 |
7 | EARLS, CJ , (2003) PROPOSED EQUAL LEG SINGLE ANGLE FLEXURAL DESIGN PROVISIONS FOR CONSIDERATION IN THE DEVELOPMENT OF FUTURE AISC SPECIFICATION EDITIONS.ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC. VOL. 40. ISSUE 3. P. 167-175 | 9 | 100% | 1 |
8 | EARLS, CJ , (2001) COMPACTNESS AND BRACING RECOMMENDATIONS FOR EQUAL LEG SINGLE ANGLE BEAMS.ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC. VOL. 38. ISSUE 4. P. 204-217 | 11 | 85% | 0 |
9 | MCCONNELL, JR , BARTH, K , (2010) MOMENT-ROTATION RESPONSE OF SLENDER STEEL I-GIRDERS.JOURNAL OF STRUCTURAL ENGINEERING. VOL. 136. ISSUE 12. P. 1533-1544 | 8 | 89% | 1 |
10 | SAPOUNTZAKIS, EJ , TSIPIRAS, VJ , (2009) EFFECT OF AXIAL RESTRAINT IN COMPOSITE BARS UNDER NONLINEAR INELASTIC UNIFORM TORSION BY BEM.ENGINEERING STRUCTURES. VOL. 31. ISSUE 5. P. 1190-1203 | 10 | 71% | 2 |
Classes with closest relation at Level 1 |