Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
14339 | 710 | 18.5 | 27% |
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 | LATERAL TORSIONAL BUCKLING | Author keyword | 21 | 31% | 8% | 57 |
2 | CELLULAR BEAM | Author keyword | 12 | 86% | 1% | 6 |
3 | WEB DISTORTION | Author keyword | 12 | 86% | 1% | 6 |
4 | RESTRAINED DISTORTIONAL BUCKLING | Author keyword | 11 | 100% | 1% | 6 |
5 | CELLULAR BEAMS | Author keyword | 9 | 55% | 2% | 11 |
6 | WEB POST BUCKLING | Author keyword | 8 | 100% | 1% | 5 |
7 | ELASTIC LATERAL TORSIONAL BUCKLING | Author keyword | 6 | 80% | 1% | 4 |
8 | LATERAL DISTORTIONAL BUCKLING | Author keyword | 6 | 53% | 1% | 8 |
9 | NON UNIFORM MEMBERS | Author keyword | 6 | 100% | 1% | 4 |
10 | OPEN SECTION | Author keyword | 5 | 42% | 1% | 10 |
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 | LATERAL TORSIONAL BUCKLING | 21 | 31% | 8% | 57 | Search LATERAL+TORSIONAL+BUCKLING | Search LATERAL+TORSIONAL+BUCKLING |
2 | CELLULAR BEAM | 12 | 86% | 1% | 6 | Search CELLULAR+BEAM | Search CELLULAR+BEAM |
3 | WEB DISTORTION | 12 | 86% | 1% | 6 | Search WEB+DISTORTION | Search WEB+DISTORTION |
4 | RESTRAINED DISTORTIONAL BUCKLING | 11 | 100% | 1% | 6 | Search RESTRAINED+DISTORTIONAL+BUCKLING | Search RESTRAINED+DISTORTIONAL+BUCKLING |
5 | CELLULAR BEAMS | 9 | 55% | 2% | 11 | Search CELLULAR+BEAMS | Search CELLULAR+BEAMS |
6 | WEB POST BUCKLING | 8 | 100% | 1% | 5 | Search WEB+POST+BUCKLING | Search WEB+POST+BUCKLING |
7 | ELASTIC LATERAL TORSIONAL BUCKLING | 6 | 80% | 1% | 4 | Search ELASTIC+LATERAL+TORSIONAL+BUCKLING | Search ELASTIC+LATERAL+TORSIONAL+BUCKLING |
8 | LATERAL DISTORTIONAL BUCKLING | 6 | 53% | 1% | 8 | Search LATERAL+DISTORTIONAL+BUCKLING | Search LATERAL+DISTORTIONAL+BUCKLING |
9 | NON UNIFORM MEMBERS | 6 | 100% | 1% | 4 | Search NON+UNIFORM+MEMBERS | Search NON+UNIFORM+MEMBERS |
10 | OPEN SECTION | 5 | 42% | 1% | 10 | Search OPEN+SECTION | Search OPEN+SECTION |
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 | MONOSYMMETRIC I BEAMS | 19 | 60% | 3% | 21 |
2 | I BEAMS | 17 | 32% | 6% | 44 |
3 | VARYING AXIAL FORCE | 7 | 67% | 1% | 6 |
4 | LARGE WEB OPENINGS | 6 | 43% | 1% | 10 |
5 | TAPERED MEMBERS | 6 | 100% | 1% | 4 |
6 | MOMENT GRADIENT | 5 | 43% | 1% | 9 |
7 | INTERACTION FORMULAS | 5 | 55% | 1% | 6 |
8 | CASTELLATED BEAMS | 4 | 75% | 0% | 3 |
9 | CELLULAR BEAMS | 4 | 75% | 0% | 3 |
10 | OPEN MEMBERS | 3 | 100% | 0% | 3 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Ultimate load carrying capacity of optimally designed steel cellular beams | 2013 | 4 | 6 | 50% |
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 | STEEL STRUCT SHELL STRUCT | 4 | 75% | 0.4% | 3 |
2 | LEHRGEBIET STAHLBAU | 3 | 100% | 0.4% | 3 |
3 | LEHRGEBIET STAT STAHLBAU | 3 | 100% | 0.4% | 3 |
4 | IUT NANCY BRABOIS | 3 | 32% | 1.0% | 7 |
5 | LONG PROD | 2 | 67% | 0.3% | 2 |
6 | FCTUC POLO 2 | 1 | 50% | 0.3% | 2 |
7 | HGEBIET BAUSTAT STAHLBAU | 1 | 50% | 0.3% | 2 |
8 | INGN MAT LIMAT | 1 | 50% | 0.3% | 2 |
9 | SDTAS | 1 | 50% | 0.3% | 2 |
10 | ALPINE NAT GEFAHREN | 1 | 50% | 0.1% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000184515 | COLD FORMED STEEL//DIRECT STRENGTH METHOD//THIN-WALLED STRUCTURES |
2 | 0.0000155793 | THIN WALLED BEAMS//FLEXURAL TORSIONAL VIBRATION//NONUNIFORM TORSION |
3 | 0.0000149919 | PATCH LOADING//CORRUGATED WEB//LONGITUDINAL STIFFENERS |
4 | 0.0000124377 | BUILT UP MEMBERS//THEORY OF FLEXIBLE SHELL//CIRCULAR RING SHELL |
5 | 0.0000123106 | FINITE ROTATIONS//ASYMPTOTIC NUMERICAL METHOD//FINITE ROTATION |
6 | 0.0000110748 | BLOCK SHEAR//TENSION MEMBERS//COPED BEAMS |
7 | 0.0000100929 | BEAM MASS SYSTEM//EULER COLUMN//ANALYTICAL AND NUMERICAL COMBINED METHOD ANCM |
8 | 0.0000096802 | CURVED BEAM//CURVED BEAM ELEMENT//ARCHES |
9 | 0.0000092510 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC//COMPONENT METHOD |
10 | 0.0000066286 | DYNAMIC BUCKLING//STRENGTH MAT STRUCT K12//TEACHING SECT MAT MECH |