Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
14643 | 690 | 19.6 | 36% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
716 | 12153 | FREE VIBRATION//COMPOSITE STRUCTURES//FUNCTIONALLY GRADED MATERIAL |
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 | ELASTIC STIFFENED PLATE | Author keyword | 18 | 89% | 1% | 8 |
2 | SLAB AND BEAM STRUCTURE | Author keyword | 15 | 88% | 1% | 7 |
3 | REINFORCED PLATE WITH BEAMS | Author keyword | 11 | 78% | 1% | 7 |
4 | RIBBED PLATE | Author keyword | 9 | 59% | 1% | 10 |
5 | ASSEMBLED PLATE STRUCTURES | Author keyword | 8 | 100% | 1% | 5 |
6 | ANALOG EQUATION | Author keyword | 7 | 67% | 1% | 6 |
7 | BUILDING FLOOR STRUCTURES | Author keyword | 7 | 67% | 1% | 6 |
8 | REISSNER PLATES | Author keyword | 6 | 80% | 1% | 4 |
9 | BOUNDARY AND INTERIOR ELEMENTS | Author keyword | 6 | 100% | 1% | 4 |
10 | BUILDING SLABS | Author keyword | 6 | 100% | 1% | 4 |
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 | ELASTIC STIFFENED PLATE | 18 | 89% | 1% | 8 | Search ELASTIC+STIFFENED+PLATE | Search ELASTIC+STIFFENED+PLATE |
2 | SLAB AND BEAM STRUCTURE | 15 | 88% | 1% | 7 | Search SLAB+AND+BEAM+STRUCTURE | Search SLAB+AND+BEAM+STRUCTURE |
3 | REINFORCED PLATE WITH BEAMS | 11 | 78% | 1% | 7 | Search REINFORCED+PLATE+WITH+BEAMS | Search REINFORCED+PLATE+WITH+BEAMS |
4 | RIBBED PLATE | 9 | 59% | 1% | 10 | Search RIBBED+PLATE | Search RIBBED+PLATE |
5 | ASSEMBLED PLATE STRUCTURES | 8 | 100% | 1% | 5 | Search ASSEMBLED+PLATE+STRUCTURES | Search ASSEMBLED+PLATE+STRUCTURES |
6 | ANALOG EQUATION | 7 | 67% | 1% | 6 | Search ANALOG+EQUATION | Search ANALOG+EQUATION |
7 | BUILDING FLOOR STRUCTURES | 7 | 67% | 1% | 6 | Search BUILDING+FLOOR+STRUCTURES | Search BUILDING+FLOOR+STRUCTURES |
8 | REISSNER PLATES | 6 | 80% | 1% | 4 | Search REISSNER+PLATES | Search REISSNER+PLATES |
9 | BOUNDARY AND INTERIOR ELEMENTS | 6 | 100% | 1% | 4 | Search BOUNDARY+AND+INTERIOR+ELEMENTS | Search BOUNDARY+AND+INTERIOR+ELEMENTS |
10 | BUILDING SLABS | 6 | 100% | 1% | 4 | Search BUILDING+SLABS | Search BUILDING+SLABS |
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 | COMBINED BOUNDARY ELEMENT | 30 | 100% | 2% | 12 |
2 | FINITE DEFLECTION | 18 | 83% | 1% | 10 |
3 | SUPER ELEMENTS | 12 | 86% | 1% | 6 |
4 | D BEM | 8 | 70% | 1% | 7 |
5 | BENDING PROBLEMS | 8 | 39% | 2% | 17 |
6 | AMPLITUDE FLEXURAL VIBRATION | 8 | 100% | 1% | 5 |
7 | INTEGRAL FORMULATION | 7 | 21% | 4% | 31 |
8 | 2 PARAMETER FOUNDATION | 7 | 57% | 1% | 8 |
9 | CLAMPED PLATES | 5 | 43% | 1% | 9 |
10 | ECCENTRICALLY STIFFENED PLATES | 5 | 63% | 1% | 5 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references | % act. ref. to same field |
---|---|---|---|---|
Dynamic inelastic structural analysis by the BEM: A review | 2011 | 4 | 43 | 23% |
Analysis and Limit State Design of Stiffened Plates and Shells: A World View | 2009 | 3 | 100 | 37% |
A contribution to the stability of stiffened plates under uniform compression | 1998 | 17 | 24 | 25% |
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 | BEREICH OPT | 1 | 50% | 0.1% | 1 |
2 | ENGN B | 1 | 50% | 0.1% | 1 |
3 | SUPREME COUNCIL UNIV EGYPT | 1 | 50% | 0.1% | 1 |
4 | TECHNOL CIVIL CONSTRUCT | 1 | 50% | 0.1% | 1 |
5 | ESCUELA OBRAS CIVILES | 0 | 33% | 0.1% | 1 |
6 | PROGRAMA POS METODOS NUMER ENGN | 0 | 33% | 0.1% | 1 |
7 | COMP ANIM | 0 | 25% | 0.1% | 1 |
8 | MAT HANDLING MAT FLOW LOGIST | 0 | 25% | 0.1% | 1 |
9 | LAUNCH VEHICLE DESIGN GRP | 0 | 20% | 0.1% | 1 |
10 | MOE DISASTER FORECAST CONTROL ENGN | 0 | 11% | 0.3% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000171818 | DYNAMIC BUCKLING//STRENGTH MAT STRUCT K12//TEACHING SECT MAT MECH |
2 | 0.0000141291 | NEARLY SINGULAR INTEGRALS//BOUNDARY ELEMENT METHOD//ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS |
3 | 0.0000129888 | TENSIONLESS ELASTIC FOUNDATION//VLASOV MODEL//TENSIONLESS FOUNDATION |
4 | 0.0000115427 | DISCRETE SINGULAR CONVOLUTION//DIFFERENTIAL QUADRATURE ELEMENT METHOD//DIFFERENTIAL QUADRATURE METHOD |
5 | 0.0000094689 | GREEN ELEMENT METHOD//PARTICULAR INTEGRALS//RADIAL INTEGRATION METHOD |
6 | 0.0000089107 | METHOD OF FUNDAMENTAL SOLUTIONS//TREFFTZ METHOD//SINGULAR BOUNDARY METHOD |
7 | 0.0000083568 | ROTATING CONICAL SHELL//LAMINATED CONICAL SHELLS//CONICAL SHELLS |
8 | 0.0000077987 | CONVOLUTION QUADRATURE//TIME DOMAIN BEM//COMPLETELY MONOTONIC KERNEL |
9 | 0.0000077080 | THERMOELASTIC INFLUENCE FUNCTIONS//GREENS FUNCT//VOLUME DILATATION |
10 | 0.0000073578 | PLATES WITH CUTOUTS//36NI FE ALLOY//KNITTING ZONE |