Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 14588 | 694 | 20.5 | 32% |
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 | DYNAMIC BUCKLING | Author keyword | 13 | 26% | 6% | 44 |
| 2 | STRENGTH MAT STRUCT K12 | Address | 11 | 100% | 1% | 6 |
| 3 | TEACHING SECT MAT MECH | Address | 11 | 78% | 1% | 7 |
| 4 | VON KARMANS COMPATIBILITY EQUATION | Author keyword | 11 | 78% | 1% | 7 |
| 5 | FINITE STRIP | Author keyword | 10 | 39% | 3% | 21 |
| 6 | NON PERIODIC B SPLINE FUNCTION | Author keyword | 8 | 100% | 1% | 5 |
| 7 | SEMI ENERGY | Author keyword | 8 | 100% | 1% | 5 |
| 8 | EXACT STRIP | Author keyword | 7 | 64% | 1% | 7 |
| 9 | FINITE STRIP METHOD | Author keyword | 6 | 23% | 4% | 25 |
| 10 | SEMI ENERGY APPROACH | Author keyword | 6 | 71% | 1% | 5 |
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 | DYNAMIC BUCKLING | 13 | 26% | 6% | 44 | Search DYNAMIC+BUCKLING | Search DYNAMIC+BUCKLING |
| 2 | VON KARMANS COMPATIBILITY EQUATION | 11 | 78% | 1% | 7 | Search VON+KARMANS+COMPATIBILITY+EQUATION | Search VON+KARMANS+COMPATIBILITY+EQUATION |
| 3 | FINITE STRIP | 10 | 39% | 3% | 21 | Search FINITE+STRIP | Search FINITE+STRIP |
| 4 | NON PERIODIC B SPLINE FUNCTION | 8 | 100% | 1% | 5 | Search NON+PERIODIC+B+SPLINE+FUNCTION | Search NON+PERIODIC+B+SPLINE+FUNCTION |
| 5 | SEMI ENERGY | 8 | 100% | 1% | 5 | Search SEMI+ENERGY | Search SEMI+ENERGY |
| 6 | EXACT STRIP | 7 | 64% | 1% | 7 | Search EXACT+STRIP | Search EXACT+STRIP |
| 7 | FINITE STRIP METHOD | 6 | 23% | 4% | 25 | Search FINITE+STRIP+METHOD | Search FINITE+STRIP+METHOD |
| 8 | SEMI ENERGY APPROACH | 6 | 71% | 1% | 5 | Search SEMI+ENERGY+APPROACH | Search SEMI+ENERGY+APPROACH |
| 9 | RHEOLOGICAL DYNAMICAL ANALOGY | 6 | 100% | 1% | 4 | Search RHEOLOGICAL+DYNAMICAL+ANALOGY | Search RHEOLOGICAL+DYNAMICAL+ANALOGY |
| 10 | GEOMETRIC NON LINEAR | 5 | 50% | 1% | 7 | Search GEOMETRIC+NON+LINEAR | Search GEOMETRIC+NON+LINEAR |
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 | DIAPHRAGM ENDS | 21 | 73% | 2% | 16 |
| 2 | OR AND VARIABLE THICKNESS | 17 | 100% | 1% | 8 |
| 3 | PRISMATIC PLATE STRUCTURES | 13 | 80% | 1% | 8 |
| 4 | INTERMEDIATE STIFFENERS | 12 | 54% | 2% | 15 |
| 5 | DIFFERENT VERSIONS | 11 | 54% | 2% | 14 |
| 6 | WALLED STRUCTURES | 7 | 53% | 1% | 10 |
| 7 | GEOMETRIC NONLINEAR ANALYSIS | 5 | 22% | 3% | 20 |
| 8 | FINITE STRIP METHOD | 5 | 19% | 3% | 23 |
| 9 | MODE INTERACTION | 5 | 28% | 2% | 14 |
| 10 | WALLED BEAM COLUMNS | 4 | 67% | 1% | 4 |
Journals |
Reviews |
| Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
|---|---|---|---|---|
| Dynamic, multimode buckling of thin-walled columns subjected to in-plane pulse loading | 2010 | 3 | 17 | 100% |
| Dynamic elastic-plastic buckling of structural elements: A review | 2008 | 5 | 73 | 40% |
| ADaptivity and OPTimisation - ADOPT | 2001 | 0 | 50 | 18% |
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 | STRENGTH MAT STRUCT K12 | 11 | 100% | 0.9% | 6 |
| 2 | TEACHING SECT MAT MECH | 11 | 78% | 1.0% | 7 |
| 3 | EXCELLENCE COMPUTAT AEROSP ENGN | 6 | 23% | 3.2% | 22 |
| 4 | STRENGTH MAT STRUCT | 5 | 31% | 1.9% | 13 |
| 5 | STRENGTH MAT K12 | 4 | 67% | 0.6% | 4 |
| 6 | NEW TECHNOL ENGN | 2 | 24% | 1.2% | 8 |
| 7 | AERONAUT AUTOMOT ENGN TRANSPORT STUDIES | 1 | 25% | 0.7% | 5 |
| 8 | CIVIL ENGN SUBOTICA | 1 | 21% | 0.6% | 4 |
| 9 | NEW TECHNOL ENERGY ENGN | 1 | 18% | 0.6% | 4 |
| 10 | MECH ENGN AVIAT | 1 | 50% | 0.1% | 1 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000171818 | ELASTIC STIFFENED PLATE//SLAB AND BEAM STRUCTURE//REINFORCED PLATE WITH BEAMS |
| 2 | 0.0000158214 | COLD FORMED STEEL//DIRECT STRENGTH METHOD//THIN-WALLED STRUCTURES |
| 3 | 0.0000113316 | SHELL BUCKLING//KNOCK DOWN FACTOR//PFH |
| 4 | 0.0000101483 | PLATES WITH CUTOUTS//36NI FE ALLOY//KNITTING ZONE |
| 5 | 0.0000093816 | LAMINATION PARAMETERS//POLAR METHOD//VARIABLE STIFFNESS PANELS |
| 6 | 0.0000088185 | C 1 HOMOTOPY//VIBRATIONAL ISOTOPE EFFECT//INTERACTION OF QUANTUM SYSTEMS |
| 7 | 0.0000086056 | RANDOM SYSTEM PROPERTIES//AERONAUT AEROSP ENGN//GENERALIZED UNIFIED FORMULATION |
| 8 | 0.0000082843 | DISCRETE SINGULAR CONVOLUTION//DIFFERENTIAL QUADRATURE ELEMENT METHOD//DIFFERENTIAL QUADRATURE METHOD |
| 9 | 0.0000074406 | ROTATING CONICAL SHELL//LAMINATED CONICAL SHELLS//CONICAL SHELLS |
| 10 | 0.0000067975 | STUDY DYNAM STABIL//SCI TECH PROBLEMS DYNAM STRENGTH//TRANSVERSELY SOFT CORE |