Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 11936 | 879 | 17.8 | 45% |
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 | BEAM MASS SYSTEM | Author keyword | 15 | 88% | 1% | 7 |
| 2 | EULER COLUMN | Author keyword | 9 | 83% | 1% | 5 |
| 3 | ANALYTICAL AND NUMERICAL COMBINED METHOD ANCM | Author keyword | 6 | 100% | 0% | 4 |
| 4 | BARE BEAM | Author keyword | 6 | 100% | 0% | 4 |
| 5 | NUMERICAL ASSEMBLY TECHNIQUE | Author keyword | 6 | 100% | 0% | 4 |
| 6 | DISTRIBUTIONS THEORY | Author keyword | 4 | 67% | 0% | 4 |
| 7 | DOUBLE BEAM SYSTEM | Author keyword | 4 | 56% | 1% | 5 |
| 8 | CONSTRAINED BEAM | Author keyword | 3 | 100% | 0% | 3 |
| 9 | MODE SHAPES | Author keyword | 3 | 12% | 3% | 24 |
| 10 | FREQUENCY LOCI VEERING | Author keyword | 3 | 60% | 0% | 3 |
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 | BEAM MASS SYSTEM | 15 | 88% | 1% | 7 | Search BEAM+MASS+SYSTEM | Search BEAM+MASS+SYSTEM |
| 2 | EULER COLUMN | 9 | 83% | 1% | 5 | Search EULER+COLUMN | Search EULER+COLUMN |
| 3 | ANALYTICAL AND NUMERICAL COMBINED METHOD ANCM | 6 | 100% | 0% | 4 | Search ANALYTICAL+AND+NUMERICAL+COMBINED+METHOD+ANCM | Search ANALYTICAL+AND+NUMERICAL+COMBINED+METHOD+ANCM |
| 4 | BARE BEAM | 6 | 100% | 0% | 4 | Search BARE+BEAM | Search BARE+BEAM |
| 5 | NUMERICAL ASSEMBLY TECHNIQUE | 6 | 100% | 0% | 4 | Search NUMERICAL+ASSEMBLY+TECHNIQUE | Search NUMERICAL+ASSEMBLY+TECHNIQUE |
| 6 | DISTRIBUTIONS THEORY | 4 | 67% | 0% | 4 | Search DISTRIBUTIONS+THEORY | Search DISTRIBUTIONS+THEORY |
| 7 | DOUBLE BEAM SYSTEM | 4 | 56% | 1% | 5 | Search DOUBLE+BEAM+SYSTEM | Search DOUBLE+BEAM+SYSTEM |
| 8 | CONSTRAINED BEAM | 3 | 100% | 0% | 3 | Search CONSTRAINED+BEAM | Search CONSTRAINED+BEAM |
| 9 | MODE SHAPES | 3 | 12% | 3% | 24 | Search MODE+SHAPES | Search MODE+SHAPES |
| 10 | FREQUENCY LOCI VEERING | 3 | 60% | 0% | 3 | Search FREQUENCY+LOCI+VEERING | Search FREQUENCY+LOCI+VEERING |
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 | NUMERICAL COMBINED METHOD | 56 | 100% | 2% | 19 |
| 2 | NONUNIFORM RODS | 40 | 82% | 3% | 23 |
| 3 | TIP MASS | 21 | 34% | 6% | 50 |
| 4 | SPRING MASS SYSTEMS | 19 | 71% | 2% | 15 |
| 5 | ELASTICALLY MOUNTED MASSES | 18 | 83% | 1% | 10 |
| 6 | RESTRAINED BEAMS | 17 | 79% | 1% | 11 |
| 7 | END SUPPORT | 13 | 80% | 1% | 8 |
| 8 | POINT MASSES | 12 | 25% | 5% | 43 |
| 9 | VARIABLE CROSS SECTION | 11 | 42% | 2% | 21 |
| 10 | TRANSVERSE VIBRATIONS | 11 | 16% | 7% | 62 |
Journals |
Reviews |
| Title | Publ. year | Cit. | Active references | % act. ref. to same field |
|---|---|---|---|---|
| The influence of bending and shear stiffness and rotational inertia in vibrations of cables: An analytical approach | 2011 | 5 | 10 | 80% |
| A selective review of direct, semi-inverse and inverse eigenvalue problems for structures described by differential equations with variable coefficients | 2000 | 15 | 180 | 26% |
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 | COMMA | 2 | 67% | 0.2% | 2 |
| 2 | RECH PLICAT MECAN AVANCEE | 1 | 19% | 0.5% | 4 |
| 3 | AEROSP MAT SCI | 1 | 50% | 0.1% | 1 |
| 4 | BASIC DESIGN SECT | 1 | 50% | 0.1% | 1 |
| 5 | COURSE NUMER METHODS ENGN | 1 | 50% | 0.1% | 1 |
| 6 | MAKINE MUH BOL | 1 | 50% | 0.1% | 1 |
| 7 | MECHATRON SYSTEMDYNAM | 1 | 50% | 0.1% | 1 |
| 8 | STRUCT ENGN SOIL MECH | 1 | 50% | 0.1% | 1 |
| 9 | UQACIND CHAIR ATMOSPHER ICING POWER NETWORK EQUI | 1 | 50% | 0.1% | 1 |
| 10 | LAUNCH DYNAM | 0 | 11% | 0.5% | 4 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000239393 | ROTATING BEAM//ROTATING TAPERED BEAM//ROTATING BEAMS |
| 2 | 0.0000189307 | TENSIONLESS ELASTIC FOUNDATION//VLASOV MODEL//TENSIONLESS FOUNDATION |
| 3 | 0.0000186834 | UMR C5521//SUPPORT POSITION OPTIMIZATION//STATICALLY DETERMINATE BEAMS |
| 4 | 0.0000115644 | ELASTIC COLUMNS//FOLLOWER FORCE//DIVERGENCE INSTABILITY |
| 5 | 0.0000108230 | DISCRETE SINGULAR CONVOLUTION//DIFFERENTIAL QUADRATURE ELEMENT METHOD//DIFFERENTIAL QUADRATURE METHOD |
| 6 | 0.0000100929 | LATERAL TORSIONAL BUCKLING//CELLULAR BEAM//WEB DISTORTION |
| 7 | 0.0000092131 | NONNEGATIVE INVERSE EIGENVALUE PROBLEM//INVERSE EIGENVALUE PROBLEM//NONNEGATIVE MATRICES |
| 8 | 0.0000089014 | MOVING MASS//MOVING LOAD//VEHICLE BRIDGE INTERACTION |
| 9 | 0.0000088757 | C 1 HOMOTOPY//VIBRATIONAL ISOTOPE EFFECT//INTERACTION OF QUANTUM SYSTEMS |
| 10 | 0.0000085231 | THIN WALLED BEAMS//FLEXURAL TORSIONAL VIBRATION//NONUNIFORM TORSION |