Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
10486 | 993 | 19.5 | 40% |
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 | CURVED BEAM | Author keyword | 24 | 35% | 6% | 56 |
2 | CURVED BEAM ELEMENT | Author keyword | 21 | 78% | 1% | 14 |
3 | ARCHES | Author keyword | 16 | 31% | 4% | 42 |
4 | SHALLOW ARCH | Author keyword | 8 | 42% | 1% | 14 |
5 | FIELD CONSISTENCY | Author keyword | 7 | 53% | 1% | 9 |
6 | UNIFORM COMPRESSION | Author keyword | 6 | 80% | 0% | 4 |
7 | HYBRID MIXED FORMULATION | Author keyword | 6 | 53% | 1% | 8 |
8 | FLEXURAL TORSIONAL | Author keyword | 6 | 47% | 1% | 9 |
9 | INFRASTRUCT ENGN SAFETY | Address | 5 | 16% | 3% | 32 |
10 | HELICAL SPRING | Author keyword | 4 | 29% | 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 | CURVED BEAM | 24 | 35% | 6% | 56 | Search CURVED+BEAM | Search CURVED+BEAM |
2 | CURVED BEAM ELEMENT | 21 | 78% | 1% | 14 | Search CURVED+BEAM+ELEMENT | Search CURVED+BEAM+ELEMENT |
3 | ARCHES | 16 | 31% | 4% | 42 | Search ARCHES | Search ARCHES |
4 | SHALLOW ARCH | 8 | 42% | 1% | 14 | Search SHALLOW+ARCH | Search SHALLOW+ARCH |
5 | FIELD CONSISTENCY | 7 | 53% | 1% | 9 | Search FIELD+CONSISTENCY | Search FIELD+CONSISTENCY |
6 | UNIFORM COMPRESSION | 6 | 80% | 0% | 4 | Search UNIFORM+COMPRESSION | Search UNIFORM+COMPRESSION |
7 | HYBRID MIXED FORMULATION | 6 | 53% | 1% | 8 | Search HYBRID+MIXED+FORMULATION | Search HYBRID+MIXED+FORMULATION |
8 | FLEXURAL TORSIONAL | 6 | 47% | 1% | 9 | Search FLEXURAL+TORSIONAL | Search FLEXURAL+TORSIONAL |
9 | HELICAL SPRING | 4 | 29% | 1% | 13 | Search HELICAL+SPRING | Search HELICAL+SPRING |
10 | STEEL ARCH BRIDGES | 4 | 67% | 0% | 4 | Search STEEL+ARCH+BRIDGES | Search STEEL+ARCH+BRIDGES |
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 | CIRCULAR ARCHES | 43 | 59% | 5% | 48 |
2 | CENTRAL CONCENTRATED LOAD | 32 | 88% | 2% | 15 |
3 | CURVED BEAMS | 29 | 45% | 5% | 48 |
4 | VARIABLE CURVATURE | 24 | 82% | 1% | 14 |
5 | CURVED BEAM ELEMENT | 23 | 69% | 2% | 20 |
6 | ELASTIC ARCHES | 21 | 90% | 1% | 9 |
7 | ARCHES | 20 | 29% | 6% | 59 |
8 | INFINITE DURATION | 14 | 100% | 1% | 7 |
9 | HORIZONTAL SPRING SUPPORTS | 12 | 86% | 1% | 6 |
10 | MEMBRANE LOCKING | 11 | 33% | 3% | 27 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
FREE-VIBRATIONS OF CIRCULAR ARCHES - A REVIEW | 1994 | 48 | 14 | 71% |
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 | INFRASTRUCT ENGN SAFETY | 5 | 16% | 3.2% | 32 |
2 | UNIT MECH MODELLING MFG | 4 | 75% | 0.3% | 3 |
3 | PROJECTS ENGN | 4 | 38% | 0.8% | 8 |
4 | PL FLUID MECH MODELLING | 3 | 100% | 0.3% | 3 |
5 | ENGN P T S JIANGSU PROV | 2 | 67% | 0.2% | 2 |
6 | ECIM TEAM | 1 | 50% | 0.2% | 2 |
7 | CHARLES E VIA JR CIV ENGN | 1 | 50% | 0.1% | 1 |
8 | NAVAL ARCHITECTURE OCEAN STRUCT ENGN | 1 | 50% | 0.1% | 1 |
9 | PIPELINE ENGN | 1 | 29% | 0.2% | 2 |
10 | ADV STRUCT ENGN | 1 | 25% | 0.2% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000166439 | FINITE ROTATIONS//ASYMPTOTIC NUMERICAL METHOD//FINITE ROTATION |
2 | 0.0000122953 | THIN WALLED BEAMS//FLEXURAL TORSIONAL VIBRATION//NONUNIFORM TORSION |
3 | 0.0000121602 | BELLEVILLE SPRING//FIBER ORIENTATION FUNCTION//COMPOSITE SPRINGS |
4 | 0.0000096802 | LATERAL TORSIONAL BUCKLING//CELLULAR BEAM//WEB DISTORTION |
5 | 0.0000095424 | REISSNER MINDLIN PLATE//DRILLING DEGREES OF FREEDOM//ENHANCED STRAIN METHOD |
6 | 0.0000088456 | FMVSS 216//ROOF CRUSH//ROLLOVER |
7 | 0.0000082381 | TENSIONLESS ELASTIC FOUNDATION//VLASOV MODEL//TENSIONLESS FOUNDATION |
8 | 0.0000082287 | ELASTIC COLUMNS//FOLLOWER FORCE//DIVERGENCE INSTABILITY |
9 | 0.0000068534 | ACCELERATION SWITCH//INERTIAL SWITCH//CONSTANT FORCE MECHANISM |
10 | 0.0000062405 | ROTATING BEAM//ROTATING TAPERED BEAM//ROTATING BEAMS |