Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
4888 | 1638 | 22.0 | 44% |
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 | THIN WALLED BEAMS | Author keyword | 22 | 36% | 3% | 50 |
2 | FLEXURAL TORSIONAL VIBRATION | Author keyword | 20 | 100% | 1% | 9 |
3 | NONUNIFORM TORSION | Author keyword | 19 | 64% | 1% | 18 |
4 | THIN WALLED COMPOSITE BEAM | Author keyword | 17 | 75% | 1% | 12 |
5 | SAINT VENANT SOLUTION | Author keyword | 15 | 82% | 1% | 9 |
6 | THIN WALLED COMPOSITE | Author keyword | 12 | 86% | 0% | 6 |
7 | THIN WALLED COMPOSITE BEAMS | Author keyword | 11 | 65% | 1% | 11 |
8 | SHEAR CENTER | Author keyword | 10 | 48% | 1% | 15 |
9 | GRP ANAL SISTEMAS MECAN | Address | 9 | 64% | 1% | 9 |
10 | ELASTIC COUPLINGS | Author keyword | 9 | 67% | 0% | 8 |
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 | THIN WALLED BEAMS | 22 | 36% | 3% | 50 | Search THIN+WALLED+BEAMS | Search THIN+WALLED+BEAMS |
2 | FLEXURAL TORSIONAL VIBRATION | 20 | 100% | 1% | 9 | Search FLEXURAL+TORSIONAL+VIBRATION | Search FLEXURAL+TORSIONAL+VIBRATION |
3 | NONUNIFORM TORSION | 19 | 64% | 1% | 18 | Search NONUNIFORM+TORSION | Search NONUNIFORM+TORSION |
4 | THIN WALLED COMPOSITE BEAM | 17 | 75% | 1% | 12 | Search THIN+WALLED+COMPOSITE+BEAM | Search THIN+WALLED+COMPOSITE+BEAM |
5 | SAINT VENANT SOLUTION | 15 | 82% | 1% | 9 | Search SAINT+VENANT+SOLUTION | Search SAINT+VENANT+SOLUTION |
6 | THIN WALLED COMPOSITE | 12 | 86% | 0% | 6 | Search THIN+WALLED+COMPOSITE | Search THIN+WALLED+COMPOSITE |
7 | THIN WALLED COMPOSITE BEAMS | 11 | 65% | 1% | 11 | Search THIN+WALLED+COMPOSITE+BEAMS | Search THIN+WALLED+COMPOSITE+BEAMS |
8 | SHEAR CENTER | 10 | 48% | 1% | 15 | Search SHEAR+CENTER | Search SHEAR+CENTER |
9 | ELASTIC COUPLINGS | 9 | 67% | 0% | 8 | Search ELASTIC+COUPLINGS | Search ELASTIC+COUPLINGS |
10 | POISSON EFFECT | 8 | 52% | 1% | 11 | Search POISSON+EFFECT | Search POISSON+EFFECT |
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 | UNIFORM BEAMS | 45 | 66% | 3% | 42 |
2 | THIN WALLED BEAMS | 43 | 41% | 5% | 81 |
3 | COMPOSITE BEAMS | 29 | 23% | 7% | 109 |
4 | ELASTIC COUPLINGS | 29 | 88% | 1% | 14 |
5 | NONUNIFORM TORSION | 27 | 60% | 2% | 30 |
6 | DYNAMIC STIFFNESS MATRIX | 26 | 52% | 2% | 35 |
7 | FLEXURAL TORSIONAL BEHAVIOR | 23 | 86% | 1% | 12 |
8 | CLOSED CROSS SECTIONS | 20 | 100% | 1% | 9 |
9 | SHEAR DEFORMABILITY | 18 | 83% | 1% | 10 |
10 | LAMINATED BEAMS | 18 | 39% | 2% | 36 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references | % act. ref. to same field |
---|---|---|---|---|
Vibrations of straight and curved composite beams: A review | 2013 | 27 | 199 | 36% |
A review of refined shear deformation theories for isotropic and anisotropic laminated beams | 2001 | 52 | 37 | 68% |
Creep behavior of pultruded GFRP elements - Part 1: Literature review and experimental study | 2011 | 7 | 15 | 47% |
State-of-the-art review on the design of beam-to-column connections for pultruded frames | 1996 | 12 | 6 | 100% |
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 | GRP ANAL SISTEMAS MECAN | 9 | 64% | 0.5% | 9 |
2 | GRP ANALISIS SISTEMAS MECAN | 4 | 75% | 0.2% | 3 |
3 | MECH AERONAUT ELECT ENGN | 3 | 57% | 0.2% | 4 |
4 | VIBRAT SHOCK NOISE | 3 | 17% | 1.1% | 18 |
5 | NMCAD | 3 | 60% | 0.2% | 3 |
6 | CIVIL ELECT DEV | 2 | 67% | 0.1% | 2 |
7 | CIVIL ENGN GWANAK GU | 2 | 67% | 0.1% | 2 |
8 | DESIGN COMPLEX ENVIRONM | 2 | 67% | 0.1% | 2 |
9 | PLANNING DESIGN COMPLEX ENVIRONM | 2 | 67% | 0.1% | 2 |
10 | REG BAHIA BLANCA | 2 | 18% | 0.7% | 11 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000195839 | ROTATING BEAM//ROTATING TAPERED BEAM//ROTATING BEAMS |
2 | 0.0000161360 | PRANDTLS STRESS FUNCTION//AMPLITUDE FREQUENCY LOAD CHARACTERISTIC RELATION//BODY FORCE ANALOGY |
3 | 0.0000155793 | LATERAL TORSIONAL BUCKLING//CELLULAR BEAM//WEB DISTORTION |
4 | 0.0000136309 | STAY IN PLACE FORM//FRP BRIDGE DECK//COMPOSITE CONSTRUCT |
5 | 0.0000125850 | JOURNAL OF THE AMERICAN HELICOPTER SOCIETY//VERTICA//ALFRED GESSOW ROTORCRAFT |
6 | 0.0000122953 | CURVED BEAM//CURVED BEAM ELEMENT//ARCHES |
7 | 0.0000107033 | THE REFINED THEORY//DECOMPOSED THEOREM//THE LURE METHOD |
8 | 0.0000104985 | FMVSS 216//ROOF CRUSH//ROLLOVER |
9 | 0.0000093255 | RANDOM SYSTEM PROPERTIES//AERONAUT AEROSP ENGN//GENERALIZED UNIFIED FORMULATION |
10 | 0.0000092553 | FINITE ROTATIONS//ASYMPTOTIC NUMERICAL METHOD//FINITE ROTATION |