Class information for:
Level 1: CONVEX MODEL//UNCERTAIN BUT BOUNDED PARAMETERS//INTERVAL FINITE ELEMENT METHOD

Basic class information

Class id #P Avg. number of
references
Database coverage
of references
14448 769 25.0 49%



Bar chart of Publication_year

Last years might be incomplete

Hierarchy of classes

The table includes all classes above and classes immediately below the current class.



Cluster id Level Cluster label #P
9 4 COMPUTER SCIENCE, THEORY & METHODS//COMPUTER SCIENCE, ARTIFICIAL INTELLIGENCE//COMPUTER SCIENCE, INFORMATION SYSTEMS 1247339
377 3       TOPOLOGY OPTIMIZATION//STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION//LATTICE RULES 32367
1354 2             POLYNOMIAL CHAOS//UNCERTAINTY QUANTIFICATION//COMPUTER EXPERIMENTS 8281
14448 1                   CONVEX MODEL//UNCERTAIN BUT BOUNDED PARAMETERS//INTERVAL FINITE ELEMENT METHOD 769

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 CONVEX MODEL authKW 888107 5% 57% 39
2 UNCERTAIN BUT BOUNDED PARAMETERS authKW 597931 2% 94% 16
3 INTERVAL FINITE ELEMENT METHOD authKW 400372 1% 92% 11
4 RANDOM INTERVAL MOMENT METHOD authKW 400372 1% 92% 11
5 INTERVAL PERTURBATION METHOD authKW 397065 1% 100% 10
6 INTERVAL ANALYSIS authKW 359858 10% 12% 74
7 INTERVAL FINITE ELEMENT authKW 357358 1% 100% 9
8 INTERVAL ANALYSIS METHOD authKW 343173 1% 79% 11
9 INTERVAL PARAMETERS authKW 337488 2% 50% 17
10 INTERVAL UNCERTAINTIES authKW 252858 1% 58% 11

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 Mechanics 10323 40% 0% 309
2 Engineering, General 5546 21% 0% 159
3 Mathematics, Interdisciplinary Applications 5031 19% 0% 143
4 Engineering, Mechanical 4816 26% 0% 199
5 Engineering, Civil 3834 20% 0% 152
6 Acoustics 2393 11% 0% 83
7 Computer Science, Interdisciplinary Applications 1808 14% 0% 104
8 Engineering, Aerospace 558 4% 0% 33
9 Mathematics, Applied 324 9% 0% 72
10 Construction & Building Technology 103 2% 0% 17

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 CIVIL BLDG ENVIRONM ENGN INFORMAT TECHNOL 165442 1% 83% 5
2 INTERUNIV THEORET EXPT DYNAM 141806 1% 71% 5
3 STATE ADV DESIGN MFG VEHICLE BODY 132981 8% 6% 60
4 SOLID MECH 131230 11% 4% 86
5 CIVIL ENERGY ENVIRONM MAT ENGN 97272 1% 35% 7
6 MECH MECHATRON SYST 79413 0% 100% 2
7 STAT DYNAM STRUCT 70585 1% 44% 4
8 LESSIUS HOGE 45373 1% 29% 4
9 MECH VEHICLE ENGN 43809 3% 4% 26
10 OCEAN MECH ENGN 40397 2% 7% 15

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 STRUCTURAL SAFETY 19389 3% 2% 22
2 COMPUTERS & STRUCTURES 18414 8% 1% 65
3 COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING 10116 6% 1% 46
4 JOURNAL OF SOUND AND VIBRATION 6978 7% 0% 52
5 RELIABLE COMPUTING 6614 0% 8% 2
6 MECHANICAL SYSTEMS AND SIGNAL PROCESSING 6081 3% 1% 24
7 STRUCTURAL ENGINEERING AND MECHANICS 4489 2% 1% 18
8 FINITE ELEMENTS IN ANALYSIS AND DESIGN 4150 2% 1% 14
9 ACTA MECHANICA SINICA 4044 2% 1% 13
10 STRUCTURAL OPTIMIZATION 3854 1% 1% 7

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 CONVEX MODEL 888107 5% 57% 39 Search CONVEX+MODEL Search CONVEX+MODEL
2 UNCERTAIN BUT BOUNDED PARAMETERS 597931 2% 94% 16 Search UNCERTAIN+BUT+BOUNDED+PARAMETERS Search UNCERTAIN+BUT+BOUNDED+PARAMETERS
3 INTERVAL FINITE ELEMENT METHOD 400372 1% 92% 11 Search INTERVAL+FINITE+ELEMENT+METHOD Search INTERVAL+FINITE+ELEMENT+METHOD
4 RANDOM INTERVAL MOMENT METHOD 400372 1% 92% 11 Search RANDOM+INTERVAL+MOMENT+METHOD Search RANDOM+INTERVAL+MOMENT+METHOD
5 INTERVAL PERTURBATION METHOD 397065 1% 100% 10 Search INTERVAL+PERTURBATION+METHOD Search INTERVAL+PERTURBATION+METHOD
6 INTERVAL ANALYSIS 359858 10% 12% 74 Search INTERVAL+ANALYSIS Search INTERVAL+ANALYSIS
7 INTERVAL FINITE ELEMENT 357358 1% 100% 9 Search INTERVAL+FINITE+ELEMENT Search INTERVAL+FINITE+ELEMENT
8 INTERVAL ANALYSIS METHOD 343173 1% 79% 11 Search INTERVAL+ANALYSIS+METHOD Search INTERVAL+ANALYSIS+METHOD
9 INTERVAL PARAMETERS 337488 2% 50% 17 Search INTERVAL+PARAMETERS Search INTERVAL+PARAMETERS
10 INTERVAL UNCERTAINTIES 252858 1% 58% 11 Search INTERVAL+UNCERTAINTIES Search INTERVAL+UNCERTAINTIES

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 MOENS, D , HANSS, M , (2011) NON-PROBABILISTIC FINITE ELEMENT ANALYSIS FOR PARAMETRIC UNCERTAINTY TREATMENT IN APPLIED MECHANICS: RECENT ADVANCES.FINITE ELEMENTS IN ANALYSIS AND DESIGN. VOL. 47. ISSUE 1. P. 4 -16 45 75% 61
2 NI, BY , JIANG, C , HAN, X , (2016) AN IMPROVED MULTIDIMENSIONAL PARALLELEPIPED NON-PROBABILISTIC MODEL FOR STRUCTURAL UNCERTAINTY ANALYSIS.APPLIED MATHEMATICAL MODELLING. VOL. 40. ISSUE 7-8. P. 4727 -4745 25 96% 0
3 GUO, SX , LU, ZZ , (2015) A NON-PROBABILISTIC ROBUST RELIABILITY METHOD FOR ANALYSIS AND DESIGN OPTIMIZATION OF STRUCTURES WITH UNCERTAIN-BUT-BOUNDED PARAMETERS.APPLIED MATHEMATICAL MODELLING. VOL. 39. ISSUE 7. P. 1985 -2002 27 84% 4
4 MUSCOLINO, G , SANTORO, R , SOFI, A , (2016) RELIABILITY ANALYSIS OF STRUCTURES WITH INTERVAL UNCERTAINTIES UNDER STATIONARY STOCHASTIC EXCITATIONS.COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING. VOL. 300. ISSUE . P. 47 -69 24 80% 3
5 MOENS, D , VANDEPITTE, D , (2006) RECENT ADVANCES IN NON-PROBABILISTIC APPROACHES FOR NON-DETERMINISTIC DYNAMIC FINITE ELEMENT ANALYSIS.ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING. VOL. 13. ISSUE 3. P. 389 -464 37 70% 60
6 SOFI, A , ROMEO, E , (2016) A NOVEL INTERVAL FINITE ELEMENT METHOD BASED ON THE IMPROVED INTERVAL ANALYSIS.COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING. VOL. 311. ISSUE . P. 671 -697 24 92% 0
7 XIA, BZ , YU, DJ , HAN, X , JIANG, C , (2014) UNIFIED RESPONSE PROBABILITY DISTRIBUTION ANALYSIS OF TWO HYBRID UNCERTAIN ACOUSTIC FIELDS.COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING. VOL. 276. ISSUE . P. 20-34 25 89% 3
8 FUJITA, K , TAKEWAKI, I , (2011) AN EFFICIENT METHODOLOGY FOR ROBUSTNESS EVALUATION BY ADVANCED INTERVAL ANALYSIS USING UPDATED SECOND-ORDER TAYLOR SERIES EXPANSION.ENGINEERING STRUCTURES. VOL. 33. ISSUE 12. P. 3299-3310 24 92% 20
9 GUO, SX , LU, ZZ , MO, YY , TANG, C , (2016) A UNIFIED FRAMEWORK FOR RELIABILITY ASSESSMENT AND RELIABILITY-BASED DESIGN OPTIMIZATION OF STRUCTURES WITH PROBABILISTIC AND NONPROBABILISTIC HYBRID UNCERTAINTIES.INTERNATIONAL JOURNAL FOR UNCERTAINTY QUANTIFICATION. VOL. 6. ISSUE 5. P. 387 -404 29 71% 0
10 JIANG, C , NI, BY , LIU, NY , HAN, X , LIU, J , (2016) INTERVAL PROCESS MODEL AND NON-RANDOM VIBRATION ANALYSIS.JOURNAL OF SOUND AND VIBRATION. VOL. 373. ISSUE . P. 104 -131 23 79% 1

Classes with closest relation at Level 1



Rank Class id link
1 3613 STRUCTURAL SAFETY//STRUCTURAL RELIABILITY//RELIABILITY BASED DESIGN OPTIMIZATION
2 3278 POLYNOMIAL CHAOS//UNCERTAINTY QUANTIFICATION//STOCHASTIC COLLOCATION
3 15613 INTERVAL LINEAR SYSTEM//INTERVAL LINEAR EQUATIONS//AE SOLUTION SETS
4 19494 FUZZY RELIABILITY//LAMBDA TAU METHODOLOGY//FUZZY SYSTEM RELIABILITY
5 29917 STOCHASTIC BOUNDARY ELEMENT METHOD//SPLINE FICTITIOUS BOUNDARY ELEMENT METHOD//GENERAL ORTHOTROPY
6 12507 COLLABORATIVE OPTIMIZATION//MULTIDISCIPLINARY DESIGN OPTIMIZATION//ANALYTICAL TARGET CASCADING
7 6827 STRICT POSITIVE REALNESS//ROBUST STABILITY//INTERVAL MATRIX
8 28212 SPIRAL ORTHOTROPY//PRE COMPRESSION RINGS//APPLICATIONS MARINE COMPOSITES
9 8389 FUZZY DIFFERENTIAL EQUATIONS//FUZZY NUMBERS//FUZZY LINEAR SYSTEM
10 34597 UMR C5521//SUPPORT POSITION OPTIMIZATION//STATICALLY DETERMINATE BEAMS

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