Class information for: |
Basic class information |
| Class id | #P | Avg. number of references |
Database coverage of references |
|---|---|---|---|
| 30030 | 175 | 13.7 | 30% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
| Cluster id | Level | Cluster label | #P |
|---|---|---|---|
| 15 | 4 | MATHEMATICS//MATHEMATICS, APPLIED//MATH | 719832 |
| 485 | 3 | LINEAR ALGEBRA AND ITS APPLICATIONS//BENFORDS LAW//MATHEMATICS, APPLIED | 23484 |
| 3563 | 2 | BENFORDS LAW//CESTAC METHOD//3X1 PROBLEM | 1323 |
| 30030 | 1 | KAUNAS PUBL SECUR//AXISYMMETRIC QUADRILATERAL FINITE ELEMENTS//C 2 ELEMENTS | 175 |
Terms with highest relevance score |
| rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
|---|---|---|---|---|---|---|
| 1 | KAUNAS PUBL SECUR | address | 392597 | 2% | 75% | 3 |
| 2 | AXISYMMETRIC QUADRILATERAL FINITE ELEMENTS | authKW | 174488 | 1% | 100% | 1 |
| 3 | C 2 ELEMENTS | authKW | 174488 | 1% | 100% | 1 |
| 4 | CIRCULAR ANNULAR SECTOR PLATES | authKW | 174488 | 1% | 100% | 1 |
| 5 | CLOSED FORM STIFFNESS MATRIX SOLUTIONS | authKW | 174488 | 1% | 100% | 1 |
| 6 | COLLINEAR COMPRESSION | authKW | 174488 | 1% | 100% | 1 |
| 7 | COMPOSITE REVOLUTIONAL SHELL | authKW | 174488 | 1% | 100% | 1 |
| 8 | COMPOSITE SPHERICAL SHELL | authKW | 174488 | 1% | 100% | 1 |
| 9 | COMPUTER ALGEBRA SOFTWARE | authKW | 174488 | 1% | 100% | 1 |
| 10 | CORE RADIUS RATIO | authKW | 174488 | 1% | 100% | 1 |
Web of Science journal categories |
| Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
|---|---|---|---|---|---|
| 1 | Engineering, Civil | 2530 | 33% | 0% | 58 |
| 2 | Engineering, General | 2447 | 29% | 0% | 50 |
| 3 | Computer Science, Interdisciplinary Applications | 1495 | 25% | 0% | 44 |
| 4 | Mathematics, Interdisciplinary Applications | 968 | 17% | 0% | 30 |
| 5 | Mechanics | 888 | 25% | 0% | 44 |
| 6 | Mathematics, Applied | 313 | 18% | 0% | 31 |
| 7 | Materials Science, Composites | 86 | 3% | 0% | 6 |
| 8 | Mining & Mineral Processing | 80 | 2% | 0% | 4 |
| 9 | Construction & Building Technology | 62 | 3% | 0% | 6 |
| 10 | Engineering, Geological | 31 | 2% | 0% | 3 |
Address terms |
| Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
|---|---|---|---|---|---|
| 1 | KAUNAS PUBL SECUR | 392597 | 2% | 75% | 3 |
| 2 | COVENTRY PL MATH COMPUTAT | 174488 | 1% | 100% | 1 |
| 3 | ENGN PL MATH MECH | 174488 | 1% | 100% | 1 |
| 4 | DECANTO INGN CIVIL | 87243 | 1% | 50% | 1 |
| 5 | NACL BIOINGN | 87241 | 1% | 25% | 2 |
| 6 | STRENGTH FRACTURE MECH | 43621 | 1% | 25% | 1 |
| 7 | IMME | 41053 | 1% | 12% | 2 |
| 8 | MAT MODELOS ESTRUCTURALES | 34896 | 1% | 20% | 1 |
| 9 | ORTHOPED BIOENGN | 5627 | 1% | 3% | 1 |
| 10 | EXCELLENCE GEOTECH SCI ENGN | 4472 | 1% | 3% | 1 |
Journals |
| Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
|---|---|---|---|---|---|
| 1 | FIBRE SCIENCE & TECHNOLOGY | 44058 | 4% | 4% | 7 |
| 2 | COMPUTERS & STRUCTURES | 29258 | 22% | 0% | 39 |
| 3 | COMMUNICATIONS IN APPLIED NUMERICAL METHODS | 21055 | 5% | 2% | 8 |
| 4 | TRANSACTIONS OF THE INSTITUTION OF MINING AND METALLURGY SECTION A-MINING INDUSTRY | 17888 | 2% | 3% | 4 |
| 5 | FINITE ELEMENTS IN ANALYSIS AND DESIGN | 4575 | 4% | 0% | 7 |
| 6 | COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING | 4296 | 3% | 0% | 6 |
| 7 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 3672 | 2% | 1% | 3 |
| 8 | MECHANIKA | 3384 | 2% | 0% | 4 |
| 9 | REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIA | 2868 | 1% | 1% | 2 |
| 10 | COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 2100 | 6% | 0% | 10 |
Author Key Words |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
| Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
|---|---|---|---|---|
| 1 | PAVLOVIC, MN , (2003) SYMBOLIC COMPUTATION IN STRUCTURAL ENGINEERING.COMPUTERS & STRUCTURES. VOL. 81. ISSUE 22-23. P. 2121-2136 | 38 | 66% | 22 |
| 2 | CERROLAZA, M , OSORIO, JC , (2012) RELATIONS AMONG STIFFNESS COEFFICIENTS OF HEXAHEDRAL 8-NODED FINITE ELEMENTS: A SIMPLE AND EFFICIENT WAY TO REDUCE THE INTEGRATION TIME.FINITE ELEMENTS IN ANALYSIS AND DESIGN. VOL. 55. ISSUE . P. 1 -6 | 13 | 81% | 2 |
| 3 | LOZADA, IJ , GRIFFITHS, DV , CERROLAZA, M , (2010) SEMI-ANALYTICAL INTEGRATION OF THE ELASTIC STIFFNESS MATRIX OF AN AXISYMMETRIC EIGHT-NODED FINITE ELEMENT.NUMERICAL METHODS FOR PARTIAL DIFFERENTIAL EQUATIONS. VOL. 26. ISSUE 6. P. 1624-1635 | 9 | 100% | 1 |
| 4 | HANUKAH, E , GIVLI, S , (2016) A NEW APPROACH TO REDUCE THE NUMBER OF INTEGRATION POINTS IN MASS-MATRIX COMPUTATIONS.FINITE ELEMENTS IN ANALYSIS AND DESIGN. VOL. 116. ISSUE . P. 21 -31 | 12 | 63% | 0 |
| 5 | MCCASLIN, SE , SHIAKOLAS, PS , DENNIS, BH , LAWRENCE, KL , (2012) CLOSED-FORM STIFFNESS MATRICES FOR HIGHER ORDER TETRAHEDRAL FINITE ELEMENTS.ADVANCES IN ENGINEERING SOFTWARE. VOL. 44. ISSUE 1. P. 75-79 | 8 | 100% | 4 |
| 6 | GRIFFITHS, DV , HUANG, JS , SCHIERMEYER, RP , (2009) ELASTIC STIFFNESS OF STRAIGHT-SIDED TRIANGULAR FINITE ELEMENTS BY ANALYTICAL AND NUMERICAL INTEGRATION.COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING. VOL. 25. ISSUE 3. P. 247-262 | 9 | 90% | 4 |
| 7 | LOZADA, IJ , GRIFFITHS, DV , CERROLAZA, M , (2008) SEMI-ANALYTICAL INTEGRATION OF FINTE ELEMENTS STIFFNESS MATRICES IN AXISYMMETRIC PROBLEMS.REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIA. VOL. 24. ISSUE 4. P. 345-356 | 8 | 100% | 0 |
| 8 | TAHAN, N , PAVLOVIC, MN , KOTSOVOS, MD , (2004) ANNULAR SECTOR PLATES UNDER IN-PLANE LOADING: GENERAL SYMBOLIC SOLUTION AND ITS APPLICATION TO THE COLLINEAR COMPRESSION CASE.JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN. VOL. 39. ISSUE 3. P. 299-313 | 9 | 90% | 1 |
| 9 | LU, JM , YE, ZM , (2000) APPLICATION OF CASS TO ITERATIVE SOLUTION OF NONLINEAR ANALYSIS OF SHALLOW CONICAL SHELL.COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING. VOL. 181. ISSUE 1-3. P. 345 -361 | 10 | 91% | 0 |
| 10 | PAVLOVIC, MN , TAHAN, N , KOTSOVOS, MD , (2007) ORTHOTROPIC CURVED PLATES: SYMBOLIC SOLUTION FOR IN-PLANE ACTIONS AND EXAMPLES OF COLLINEAR COMPRESSION.JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN. VOL. 42. ISSUE 3. P. 137-154 | 8 | 89% | 0 |
Classes with closest relation at Level 1 |