Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
15483 | 710 | 19.5 | 37% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
323 | 3 | FREE VIBRATION//MECHANICS//BUCKLING | 38564 |
90 | 2 | FREE VIBRATION//COMPUTERS & STRUCTURES//COMPOSITE STRUCTURES | 26589 |
15483 | 1 | STIFFENED PLATES//RIBBED PLATE//ELASTIC STIFFENED PLATE | 710 |
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 | STIFFENED PLATES | authKW | 355441 | 5% | 21% | 39 |
2 | RIBBED PLATE | authKW | 307181 | 1% | 71% | 10 |
3 | ELASTIC STIFFENED PLATE | authKW | 305820 | 1% | 89% | 8 |
4 | SLAB AND BEAM STRUCTURE | authKW | 301043 | 1% | 100% | 7 |
5 | REISSNER PLATE | authKW | 301029 | 2% | 50% | 14 |
6 | REINFORCED PLATE WITH BEAMS | authKW | 263411 | 1% | 88% | 7 |
7 | BUILDING FLOOR STRUCTURES | authKW | 258037 | 1% | 100% | 6 |
8 | PLATE BENDING | authKW | 245996 | 4% | 20% | 29 |
9 | ASSEMBLED PLATE STRUCTURES | authKW | 215031 | 1% | 100% | 5 |
10 | BOUNDARY ELEMENT METHOD | authKW | 208343 | 18% | 4% | 128 |
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 | Mathematics, Interdisciplinary Applications | 17933 | 36% | 0% | 256 |
2 | Engineering, General | 16713 | 37% | 0% | 262 |
3 | Mechanics | 7746 | 36% | 0% | 258 |
4 | Engineering, Civil | 3117 | 19% | 0% | 132 |
5 | Computer Science, Interdisciplinary Applications | 1322 | 12% | 0% | 86 |
6 | Engineering, Mechanical | 1004 | 13% | 0% | 91 |
7 | Materials Science, Composites | 667 | 5% | 0% | 33 |
8 | Acoustics | 566 | 6% | 0% | 40 |
9 | Engineering, Aerospace | 166 | 3% | 0% | 18 |
10 | Mathematics, Applied | 165 | 7% | 0% | 52 |
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 | OCEAN ENGN NAVAL ARCHITECTURE | 48047 | 2% | 7% | 16 |
2 | AERONAUT STN 4 | 43006 | 0% | 100% | 1 |
3 | ANEXO AO TECNOL | 43006 | 0% | 100% | 1 |
4 | BRIDGES SPECIAL STRUCTU | 43006 | 0% | 100% | 1 |
5 | CUFF BE GRP | 43006 | 0% | 100% | 1 |
6 | DAR AL HANDASAH | 43006 | 0% | 100% | 1 |
7 | HEAD MAINTENANCE PLANNING | 43006 | 0% | 100% | 1 |
8 | MECH SYST ENGN A | 43006 | 0% | 100% | 1 |
9 | MITCHELL PROF AEROSP OCEAN ENGN | 43006 | 0% | 100% | 1 |
10 | POLYTECHNOL | 43006 | 0% | 100% | 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 | ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 205588 | 17% | 4% | 119 |
2 | COMPUTERS & STRUCTURES | 24500 | 10% | 1% | 72 |
3 | CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES | 10025 | 3% | 1% | 21 |
4 | INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 7947 | 5% | 0% | 39 |
5 | COMPUTATIONAL MECHANICS | 6877 | 3% | 1% | 20 |
6 | INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES | 4276 | 4% | 0% | 31 |
7 | INGENIEUR ARCHIV | 3746 | 1% | 1% | 6 |
8 | MECHANICS RESEARCH COMMUNICATIONS | 3693 | 2% | 1% | 15 |
9 | THIN-WALLED STRUCTURES | 2742 | 2% | 0% | 14 |
10 | ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK | 2537 | 2% | 0% | 17 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | STIFFENED PLATES | 355441 | 5% | 21% | 39 | Search STIFFENED+PLATES | Search STIFFENED+PLATES |
2 | RIBBED PLATE | 307181 | 1% | 71% | 10 | Search RIBBED+PLATE | Search RIBBED+PLATE |
3 | ELASTIC STIFFENED PLATE | 305820 | 1% | 89% | 8 | Search ELASTIC+STIFFENED+PLATE | Search ELASTIC+STIFFENED+PLATE |
4 | SLAB AND BEAM STRUCTURE | 301043 | 1% | 100% | 7 | Search SLAB+AND+BEAM+STRUCTURE | Search SLAB+AND+BEAM+STRUCTURE |
5 | REISSNER PLATE | 301029 | 2% | 50% | 14 | Search REISSNER+PLATE | Search REISSNER+PLATE |
6 | REINFORCED PLATE WITH BEAMS | 263411 | 1% | 88% | 7 | Search REINFORCED+PLATE+WITH+BEAMS | Search REINFORCED+PLATE+WITH+BEAMS |
7 | BUILDING FLOOR STRUCTURES | 258037 | 1% | 100% | 6 | Search BUILDING+FLOOR+STRUCTURES | Search BUILDING+FLOOR+STRUCTURES |
8 | PLATE BENDING | 245996 | 4% | 20% | 29 | Search PLATE+BENDING | Search PLATE+BENDING |
9 | ASSEMBLED PLATE STRUCTURES | 215031 | 1% | 100% | 5 | Search ASSEMBLED+PLATE+STRUCTURES | Search ASSEMBLED+PLATE+STRUCTURES |
10 | BOUNDARY ELEMENT METHOD | 208343 | 18% | 4% | 128 | Search BOUNDARY+ELEMENT+METHOD | Search BOUNDARY+ELEMENT+METHOD |
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 | WEN, PH , ALIABADI, MH , YOUNG, A , (2005) LARGE DEFLECTION ANALYSIS OF REISSNER PLATE BY BOUNDARY ELEMENT METHOD.COMPUTERS & STRUCTURES. VOL. 83. ISSUE 10-11. P. 870-879 | 24 | 100% | 16 |
2 | FERNANDES, GR , DENIPOTTI, GJ , KONDA, DH , (2010) A BEM FORMULATION FOR ANALYSING THE COUPLED STRETCHING-BENDING PROBLEM OF PLATES REINFORCED BY RECTANGULAR BEAMS WITH COLUMNS DEFINED IN THE DOMAIN.COMPUTATIONAL MECHANICS. VOL. 45. ISSUE 6. P. 523-539 | 20 | 100% | 3 |
3 | WAIDEMAM, L , VENTURINI, WS , (2009) BEM FORMULATION FOR REINFORCED PLATES.ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS. VOL. 33. ISSUE 6. P. 830-836 | 19 | 100% | 0 |
4 | FERNANDES, GR , NETO, JR , (2015) ANALYSIS OF STIFFENED PLATES COMPOSED BY DIFFERENT MATERIALS BY THE BOUNDARY ELEMENT METHOD.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 56. ISSUE 4. P. 605 -623 | 16 | 100% | 1 |
5 | MITRA, A , SAHOO, P , SAHA, K , (2013) NONLINEAR VIBRATION ANALYSIS OF SIMPLY SUPPORTED STIFFENED PLATE BY A VARIATIONAL METHOD.MECHANICS OF ADVANCED MATERIALS AND STRUCTURES. VOL. 20. ISSUE 5. P. 373 -396 | 18 | 95% | 0 |
6 | WAIDEMAM, L , VENTURINI, WS , (2009) AN EXTENDED BEM FORMULATION FOR PLATES REINFORCED BY RECTANGULAR BEAMS.ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS. VOL. 33. ISSUE 7. P. 983 -992 | 19 | 95% | 3 |
7 | MITRA, A , SAHOO, P , SAHA, K , (2011) FREE VIBRATION ANALYSIS OF INITIALLY DEFLECTED STIFFENED PLATES FOR VARIOUS BOUNDARY CONDITIONS.JOURNAL OF VIBRATION AND CONTROL. VOL. 17. ISSUE 14. P. 2131 -2157 | 19 | 86% | 3 |
8 | SAPOUNTZAKIS, EJ , MOKOS, VG , (2009) SHEAR DEFORMATION EFFECT IN THE DYNAMIC ANALYSIS OF PLATES STIFFENED BY PARALLEL BEAMS.ACTA MECHANICA. VOL. 204. ISSUE 3-4. P. 249 -272 | 19 | 90% | 1 |
9 | SAPOUNTZAKIS, EJ , MOKOS, VG , (2008) AN IMPROVED MODEL FOR THE DYNAMIC ANALYSIS OF PLATES STIFFENED BY PARALLEL BEAMS.ENGINEERING STRUCTURES. VOL. 30. ISSUE 6. P. 1720-1733 | 17 | 94% | 21 |
10 | FERNANDES, GR , KONDA, DH , (2012) A BEM FORMULATION BASED ON REISSNER'S HYPOTHESIS FOR ANALYSING THE COUPLED STRETCHING-BENDING PROBLEM OF BUILDING FLOOR STRUCTURES.ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS. VOL. 36. ISSUE 9. P. 1377-1388 | 15 | 100% | 3 |
Classes with closest relation at Level 1 |