Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
3933 | 1878 | 21.9 | 36% |
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 |
3933 | 1 | COLD FORMED STEEL//THIN-WALLED STRUCTURES//DISTORTIONAL BUCKLING | 1878 |
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 | COLD FORMED STEEL | authKW | 4141293 | 17% | 81% | 316 |
2 | THIN-WALLED STRUCTURES | journal | 2160084 | 34% | 21% | 636 |
3 | DISTORTIONAL BUCKLING | authKW | 1449745 | 6% | 84% | 106 |
4 | DIRECT STRENGTH METHOD | authKW | 1317640 | 4% | 98% | 83 |
5 | COLD FORMED | authKW | 778192 | 4% | 73% | 66 |
6 | LOCAL BUCKLING | authKW | 724106 | 8% | 31% | 143 |
7 | WEB CRIPPLING | authKW | 723210 | 3% | 81% | 55 |
8 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | journal | 664509 | 20% | 11% | 368 |
9 | COLD FORMED STEEL STRUCTURES | authKW | 610176 | 2% | 89% | 42 |
10 | GENERALISED BEAM THEORY GBT | authKW | 586901 | 2% | 95% | 38 |
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 | Engineering, Civil | 216030 | 92% | 1% | 1731 |
2 | Construction & Building Technology | 129985 | 44% | 1% | 831 |
3 | Materials Science, Composites | 330 | 2% | 0% | 40 |
4 | Materials Science, Characterization, Testing | 290 | 2% | 0% | 32 |
5 | Engineering, Mechanical | 210 | 4% | 0% | 81 |
6 | Mechanics | 111 | 4% | 0% | 70 |
7 | Computer Science, Interdisciplinary Applications | 36 | 2% | 0% | 35 |
8 | Mining & Mineral Processing | 19 | 0% | 0% | 8 |
9 | Engineering, Geological | 16 | 0% | 0% | 9 |
10 | Engineering, General | 12 | 1% | 0% | 22 |
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 | ICIST IST | 209763 | 1% | 65% | 20 |
2 | ICIST | 174236 | 3% | 19% | 57 |
3 | STEEL STRUCT STRUCT MECH | 158605 | 1% | 51% | 19 |
4 | CONSTRUCT MATH METHODS ARCHITECTURE | 98350 | 1% | 55% | 11 |
5 | CIVIL ENGN | 78836 | 39% | 1% | 735 |
6 | CERISICIST | 75648 | 1% | 42% | 11 |
7 | STRUCT DESIGN GRP | 66380 | 0% | 58% | 7 |
8 | CIVIL ENGN SAFETY DURABIL | 57767 | 1% | 13% | 27 |
9 | LIGHT FRAME STRUCT | 48773 | 0% | 100% | 3 |
10 | STRUCT ANAL DES | 48773 | 0% | 100% | 3 |
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 | THIN-WALLED STRUCTURES | 2160084 | 34% | 21% | 636 |
2 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 664509 | 20% | 11% | 368 |
3 | JOURNAL OF STRUCTURAL ENGINEERING | 99630 | 7% | 5% | 123 |
4 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 90202 | 8% | 4% | 146 |
5 | INTERNATIONAL JOURNAL OF STEEL STRUCTURES | 50534 | 2% | 8% | 41 |
6 | ENGINEERING STRUCTURES | 36067 | 6% | 2% | 122 |
7 | ADVANCED STEEL CONSTRUCTION | 30601 | 1% | 9% | 21 |
8 | STEEL AND COMPOSITE STRUCTURES | 17475 | 2% | 3% | 31 |
9 | ADVANCES IN STRUCTURAL ENGINEERING | 16682 | 2% | 3% | 35 |
10 | INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS | 6735 | 1% | 2% | 18 |
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 | COLD FORMED STEEL | 4141293 | 17% | 81% | 316 | Search COLD+FORMED+STEEL | Search COLD+FORMED+STEEL |
2 | DISTORTIONAL BUCKLING | 1449745 | 6% | 84% | 106 | Search DISTORTIONAL+BUCKLING | Search DISTORTIONAL+BUCKLING |
3 | DIRECT STRENGTH METHOD | 1317640 | 4% | 98% | 83 | Search DIRECT+STRENGTH+METHOD | Search DIRECT+STRENGTH+METHOD |
4 | COLD FORMED | 778192 | 4% | 73% | 66 | Search COLD+FORMED | Search COLD+FORMED |
5 | LOCAL BUCKLING | 724106 | 8% | 31% | 143 | Search LOCAL+BUCKLING | Search LOCAL+BUCKLING |
6 | WEB CRIPPLING | 723210 | 3% | 81% | 55 | Search WEB+CRIPPLING | Search WEB+CRIPPLING |
7 | COLD FORMED STEEL STRUCTURES | 610176 | 2% | 89% | 42 | Search COLD+FORMED+STEEL+STRUCTURES | Search COLD+FORMED+STEEL+STRUCTURES |
8 | GENERALISED BEAM THEORY GBT | 586901 | 2% | 95% | 38 | Search GENERALISED+BEAM+THEORY+GBT | Search GENERALISED+BEAM+THEORY+GBT |
9 | THIN WALLED MEMBERS | 376225 | 2% | 64% | 36 | Search THIN+WALLED+MEMBERS | Search THIN+WALLED+MEMBERS |
10 | EFFECTIVE WIDTH METHOD | 314745 | 1% | 88% | 22 | Search EFFECTIVE+WIDTH+METHOD | Search EFFECTIVE+WIDTH+METHOD |
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 | HANCOCK, GJ , (2016) COLD-FORMED STEEL STRUCTURES: RESEARCH REVIEW 2013-2014.ADVANCES IN STRUCTURAL ENGINEERING. VOL. 19. ISSUE 3. P. 393 -408 | 82 | 85% | 1 |
2 | QIN, Y , CHEN, ZH , (2016) RESEARCH ON COLD-FORMED STEEL CONNECTIONS: A STATE-OF-THE-ART REVIEW.STEEL AND COMPOSITE STRUCTURES. VOL. 20. ISSUE 1. P. 21 -41 | 74 | 72% | 1 |
3 | MAGNUCKA-BLANDZI, E , MAGNUCKI, K , (2011) BUCKLING AND OPTIMAL DESIGN OF COLD-FORMED THIN-WALLED BEAMS: REVIEW OF SELECTED PROBLEMS.THIN-WALLED STRUCTURES. VOL. 49. ISSUE 5. P. 554 -561 | 65 | 83% | 19 |
4 | SHAH, SNR , SULONG, NHR , JUMAAT, MZ , SHARIATI, M , (2016) STATE-OF-THE-ART REVIEW ON THE DESIGN AND PERFORMANCE OF STEEL PALLET RACK CONNECTIONS.ENGINEERING FAILURE ANALYSIS. VOL. 66. ISSUE . P. 240 -258 | 37 | 100% | 2 |
5 | LANDESMANN, A , CAMOTIM, D , (2016) DISTORTIONAL FAILURE AND DSM DESIGN OF COLD-FORMED STEEL LIPPED CHANNEL BEAMS UNDER ELEVATED TEMPERATURES.THIN-WALLED STRUCTURES. VOL. 98. ISSUE . P. 75 -93 | 38 | 95% | 2 |
6 | WANG, J , AFSHAN, S , SCHILLO, N , THEOFANOUS, M , FELDMANN, M , GARDNER, L , (2017) MATERIAL PROPERTIES AND COMPRESSIVE LOCAL BUCKLING RESPONSE OF HIGH STRENGTH STEEL SQUARE AND RECTANGULAR HOLLOW SECTIONS.ENGINEERING STRUCTURES. VOL. 130. ISSUE . P. 297 -315 | 27 | 90% | 1 |
7 | AHMED, S , ASHRAF, M , ANWAR-US-SAADAT, M , (2016) THE CONTINUOUS STRENGTH METHOD FOR SLENDER STAINLESS STEEL CROSS-SECTIONS.THIN-WALLED STRUCTURES. VOL. 107. ISSUE . P. 362 -376 | 38 | 100% | 0 |
8 | ZHAO, O , ROSSI, B , GARDNER, L , YOUNG, B , (2015) BEHAVIOUR OF STRUCTURAL STAINLESS STEEL CROSS-SECTIONS UNDER COMBINED LOADING - PART II: NUMERICAL MODELLING AND DESIGN APPROACH.ENGINEERING STRUCTURES. VOL. 89. ISSUE . P. 247 -259 | 34 | 100% | 3 |
9 | ZHAO, O , GARDNER, L , YOUNG, B , (2016) BEHAVIOUR AND DESIGN OF STAINLESS STEEL SHS AND RHS BEAM-COLUMNS.THIN-WALLED STRUCTURES. VOL. 106. ISSUE . P. 330 -345 | 36 | 97% | 0 |
10 | ZHAO, O , GARDNER, L , YOUNG, B , (2016) STRUCTURAL PERFORMANCE OF STAINLESS STEEL CIRCULAR HOLLOW SECTIONS UNDER COMBINED AXIAL LOAD AND BENDING - PART 2: PARAMETRIC STUDIES AND DESIGN.THIN-WALLED STRUCTURES. VOL. 101. ISSUE . P. 240 -248 | 36 | 92% | 0 |
Classes with closest relation at Level 1 |