An efficient method for evaluating the natural frequencies of structures with uncertain-but-bounded parameters

Using interval theory and the second-order Taylor series, the eigenvalue problems of structures with multi-parameter can be transformed into those with single parameter. The epsilon-algorithm is used to accelerate the convergence of the Neumann series to obtain the bounds of eigenvalues of structure...

Celý popis

Uloženo v:
Podrobná bibliografie
Vydáno v:Computers & structures Ročník 87; číslo 9; s. 582 - 590
Hlavní autoři: Chen, Su Huan, Ma, Liang, Meng, Guang Wei, Guo, Rui
Médium: Journal Article
Jazyk:angličtina
Vydáno: Kidlington Elsevier Ltd 01.05.2009
Elsevier
Témata:
ISSN:0045-7949, 1879-2243
On-line přístup:Získat plný text
Tagy: Přidat tag
Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!
Abstract Using interval theory and the second-order Taylor series, the eigenvalue problems of structures with multi-parameter can be transformed into those with single parameter. The epsilon-algorithm is used to accelerate the convergence of the Neumann series to obtain the bounds of eigenvalues of structures with single interval parameter, thus increasing the computing accuracy and reducing the computational effort. Finally, the effect of uncertain parameters on natural frequencies is evaluated. Two engineering examples show that the proposed method can give better results than those obtained by the first-order approximation, even if the uncertainties of parameters are fairly large.
AbstractList Using interval theory and the second-order Taylor series, the eigenvalue problems of structures with multi-parameter can be transformed into those with single parameter. The epsilon-algorithm is used to accelerate the convergence of the Neumann series to obtain the bounds of eigenvalues of structures with single interval parameter, thus increasing the computing accuracy and reducing the computational effort. Finally, the effect of uncertain parameters on natural frequencies is evaluated. Two engineering examples show that the proposed method can give better results than those obtained by the first-order approximation, even if the uncertainties of parameters are fairly large.
Author Ma, Liang
Meng, Guang Wei
Guo, Rui
Chen, Su Huan
Author_xml – sequence: 1
  givenname: Su Huan
  surname: Chen
  fullname: Chen, Su Huan
  email: chensh@jlu.edu.cn
– sequence: 2
  givenname: Liang
  surname: Ma
  fullname: Ma, Liang
– sequence: 3
  givenname: Guang Wei
  surname: Meng
  fullname: Meng, Guang Wei
– sequence: 4
  givenname: Rui
  surname: Guo
  fullname: Guo, Rui
BackLink http://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=21440747$$DView record in Pascal Francis
BookMark eNqNkcFvFCEYxYlpE7erf4Nc1NOM3wDD7Bw8bJramjTxYs8EmA-XzSyswNT438u6TQ8e1NML4fce5L0rchFiQELedNB20MkP-9bGwzGXtNiWAYwtsLbKC7LqNsPYMCb4BVkBiL4ZRjG-JFc57wFACoAVCdtA0TlvPYZCD1h2caIuJoqPel508eEbLTukQZcl6Zm6hN8XDBXPNDr6-9l6U08_fNnRJVhMRfvQmKU0Ji5hwokeddI1GlN-RS6dnjO-ftI1efh08_X6rrn_cvv5envfWAGb0oy97qdhEgaYEYMYeyc3TE9SsKnjXOKIhm8MDAa04Z0ckHELjknspTHQWb4m78-5xxTrf3NRB58tzrMOGJesRuCSs9pBJd_9leRC9KOs9Jq8fQJ1tnp2SdcWsjomf9Dpp2KdEDCIoXLDmbMp5pzQPSMdqNNiaq-eF1OnxRQwVaU6P_7htL7UCWIoSfv5P_zbsx9rs48ek8qnWS1OPqEtaor-nxm_AP-svJQ
CitedBy_id crossref_primary_10_3390_app13116473
crossref_primary_10_3389_fbuil_2024_1353827
crossref_primary_10_1260_1369_4332_16_5_931
crossref_primary_10_1177_0954406212448575
crossref_primary_10_3389_fbuil_2021_744973
crossref_primary_10_1007_s42417_024_01664_x
crossref_primary_10_1007_s11433_013_5328_6
crossref_primary_10_1016_j_jfluidstructs_2014_05_005
crossref_primary_10_1016_j_compstruc_2015_08_020
crossref_primary_10_1007_s00366_021_01432_5
crossref_primary_10_1016_j_advengsoft_2018_04_006
crossref_primary_10_1088_1757_899X_10_1_012185
crossref_primary_10_1016_j_soildyn_2015_06_009
crossref_primary_10_1016_j_cma_2014_03_014
crossref_primary_10_3390_app14114556
crossref_primary_10_1016_j_ymssp_2015_03_019
crossref_primary_10_1016_j_ijheatmasstransfer_2014_09_033
crossref_primary_10_1007_s12206_023_0225_z
crossref_primary_10_1016_j_ymssp_2020_106732
crossref_primary_10_1016_j_ymssp_2016_09_001
crossref_primary_10_1016_j_enganabound_2020_07_016
crossref_primary_10_1080_15397734_2017_1298043
crossref_primary_10_3390_app122110734
crossref_primary_10_1016_j_engstruct_2011_08_029
crossref_primary_10_3389_fbuil_2015_00001
crossref_primary_10_1016_j_jsv_2019_114939
crossref_primary_10_1016_j_jfluidstructs_2012_12_003
crossref_primary_10_1088_2631_8695_ad5f7a
crossref_primary_10_1016_j_applthermaleng_2015_10_152
crossref_primary_10_4028_www_scientific_net_AMM_483_625
crossref_primary_10_1016_j_jsv_2019_114855
crossref_primary_10_1016_j_jsv_2015_02_037
crossref_primary_10_3390_app13137426
crossref_primary_10_1016_j_finel_2014_07_014
crossref_primary_10_1016_j_ijsolstr_2016_11_022
crossref_primary_10_1007_s00158_021_03065_0
crossref_primary_10_1016_j_jfluidstructs_2016_10_007
crossref_primary_10_1016_j_scs_2011_07_001
crossref_primary_10_1016_j_apm_2017_10_017
crossref_primary_10_1007_s41062_016_0009_8
crossref_primary_10_1177_10775463221113969
crossref_primary_10_3389_fbuil_2018_00016
crossref_primary_10_1155_2015_712428
crossref_primary_10_1002_nme_7225
crossref_primary_10_1016_j_ast_2017_11_046
crossref_primary_10_1016_j_ress_2025_111238
crossref_primary_10_1016_j_cja_2020_04_010
crossref_primary_10_1016_j_probengmech_2024_103687
crossref_primary_10_1142_S0219455425500877
crossref_primary_10_4028_www_scientific_net_AMM_501_504_2488
crossref_primary_10_1002_nme_5821
crossref_primary_10_1016_j_cja_2019_09_021
crossref_primary_10_1016_j_jsv_2015_05_031
crossref_primary_10_1007_s10409_014_0020_2
crossref_primary_10_1007_s00419_020_01816_x
crossref_primary_10_1016_j_ymssp_2021_108039
crossref_primary_10_1016_j_apm_2023_09_010
crossref_primary_10_1016_j_ymssp_2017_04_025
crossref_primary_10_1061__ASCE_ST_1943_541X_0000936
crossref_primary_10_1007_s10483_012_1612_6
crossref_primary_10_1016_j_scs_2013_02_001
crossref_primary_10_1016_j_cma_2024_116811
crossref_primary_10_1016_j_compstruc_2012_08_010
crossref_primary_10_1016_j_jsv_2022_116850
Cites_doi 10.1016/0045-7949(90)90002-J
10.1016/j.compstruc.2005.08.004
10.1007/BF01390336
10.1115/1.2897690
10.1016/0377-0427(95)00133-6
10.1016/0045-7949(94)90026-4
10.1006/jath.1996.0053
10.1002/nme.1612
10.1061/(ASCE)0733-9399(1996)122:6(521)
10.12989/sem.2001.12.6.669
10.2514/3.10182
10.1016/0263-8231(96)00009-2
10.1016/S0045-7949(99)00047-4
10.1016/S0377-0427(00)00355-1
10.1016/S0045-7949(99)00077-2
ContentType Journal Article
Copyright 2009 Elsevier Ltd
2009 INIST-CNRS
Copyright_xml – notice: 2009 Elsevier Ltd
– notice: 2009 INIST-CNRS
DBID AAYXX
CITATION
IQODW
7SC
8FD
FR3
JQ2
KR7
L7M
L~C
L~D
DOI 10.1016/j.compstruc.2009.02.009
DatabaseName CrossRef
Pascal-Francis
Computer and Information Systems Abstracts
Technology Research Database
Engineering Research Database
ProQuest Computer Science Collection
Civil Engineering Abstracts
Advanced Technologies Database with Aerospace
Computer and Information Systems Abstracts – Academic
Computer and Information Systems Abstracts Professional
DatabaseTitle CrossRef
Civil Engineering Abstracts
Technology Research Database
Computer and Information Systems Abstracts – Academic
ProQuest Computer Science Collection
Computer and Information Systems Abstracts
Engineering Research Database
Advanced Technologies Database with Aerospace
Computer and Information Systems Abstracts Professional
DatabaseTitleList
Civil Engineering Abstracts
Civil Engineering Abstracts
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
Physics
EISSN 1879-2243
EndPage 590
ExternalDocumentID 21440747
10_1016_j_compstruc_2009_02_009
S0045794909000534
GroupedDBID --K
--M
-~X
.DC
.~1
0R~
1B1
1~.
1~5
29F
4.4
457
4G.
5GY
5VS
6TJ
7-5
71M
8P~
9JN
AABNK
AACTN
AAEDT
AAEDW
AAIAV
AAIKJ
AAKOC
AALRI
AAOAW
AAQFI
AAQXK
AAXUO
AAYFN
AAYOK
ABAOU
ABBOA
ABEFU
ABFNM
ABMAC
ABTAH
ABXDB
ABYKQ
ACAZW
ACDAQ
ACGFS
ACIWK
ACKIV
ACNNM
ACRLP
ACZNC
ADBBV
ADEZE
ADGUI
ADIYS
ADJOM
ADMUD
ADTZH
AEBSH
AECPX
AEKER
AENEX
AFKWA
AFTJW
AGHFR
AGUBO
AGYEJ
AHHHB
AHJVU
AHZHX
AI.
AIALX
AIEXJ
AIGVJ
AIKHN
AITUG
AJBFU
AJOXV
ALMA_UNASSIGNED_HOLDINGS
AMFUW
AMRAJ
AOUOD
ARUGR
ASPBG
AVWKF
AXJTR
AZFZN
BJAXD
BKOJK
BLXMC
CS3
DU5
EBS
EFJIC
EFLBG
EJD
EO8
EO9
EP2
EP3
F5P
FDB
FEDTE
FGOYB
FIRID
FNPLU
FYGXN
G-2
G-Q
G8K
GBLVA
GBOLZ
HLZ
HVGLF
HZ~
IHE
J1W
JJJVA
KOM
LG9
LY7
M41
MHUIS
MO0
N9A
O-L
O9-
OAUVE
OHT
OZT
P-8
P-9
P2P
PC.
PQQKQ
Q38
R2-
RIG
RNS
ROL
RPZ
RXW
SBC
SDF
SDG
SDP
SES
SET
SEW
SPC
SPCBC
SPD
SST
SSV
SSW
SSZ
T5K
T9H
TAE
TN5
UAO
VH1
WUQ
XPP
ZMT
ZY4
~02
~G-
9DU
AATTM
AAXKI
AAYWO
AAYXX
ABDPE
ABJNI
ABWVN
ACLOT
ACRPL
ACVFH
ADCNI
ADNMO
AEIPS
AEUPX
AFJKZ
AFPUW
AGQPQ
AIGII
AIIUN
AKBMS
AKRWK
AKYEP
ANKPU
APXCP
CITATION
EFKBS
~HD
AFXIZ
AGCQF
AGRNS
BNPGV
IQODW
SSH
7SC
8FD
FR3
JQ2
KR7
L7M
L~C
L~D
ID FETCH-LOGICAL-c408t-95a5d7d4b02b47495f682ad642d1336e9eb38b07b0ab3167e23c0f26e56bb01c3
ISICitedReferencesCount 73
ISICitedReferencesURI http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000266134600007&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN 0045-7949
IngestDate Mon Sep 29 06:15:49 EDT 2025
Sun Sep 28 03:11:53 EDT 2025
Mon Jul 21 09:17:16 EDT 2025
Tue Nov 18 21:31:42 EST 2025
Sat Nov 29 04:10:32 EST 2025
Fri Feb 23 02:24:15 EST 2024
IsPeerReviewed true
IsScholarly true
Issue 9
Keywords Efficient method
Uncertain-but-bounded parameters
Epsilon-algorithm
Natural frequencies
Natural frequency
Uncertain system
Vibration
Taylor series
Eigenvalue problem
Modeling
Interval arithmetic
Neumann series
Language English
License https://www.elsevier.com/tdm/userlicense/1.0
CC BY 4.0
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c408t-95a5d7d4b02b47495f682ad642d1336e9eb38b07b0ab3167e23c0f26e56bb01c3
Notes ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
PQID 34459636
PQPubID 23500
PageCount 9
ParticipantIDs proquest_miscellaneous_903632064
proquest_miscellaneous_34459636
pascalfrancis_primary_21440747
crossref_primary_10_1016_j_compstruc_2009_02_009
crossref_citationtrail_10_1016_j_compstruc_2009_02_009
elsevier_sciencedirect_doi_10_1016_j_compstruc_2009_02_009
PublicationCentury 2000
PublicationDate 2009-05-01
PublicationDateYYYYMMDD 2009-05-01
PublicationDate_xml – month: 05
  year: 2009
  text: 2009-05-01
  day: 01
PublicationDecade 2000
PublicationPlace Kidlington
PublicationPlace_xml – name: Kidlington
PublicationTitle Computers & structures
PublicationYear 2009
Publisher Elsevier Ltd
Elsevier
Publisher_xml – name: Elsevier Ltd
– name: Elsevier
References Ganzerli, Pantelides (bib10) 2000; 74
Brezinski (bib17) 1978; 29
Yang, Chen, Lian (bib21) 2001; 12
Lindberg (bib6) 1991; 58
Alefeld, Herzberger (bib13) 1983
Liu, Chen, Han (bib7) 1994; 50
Chen, Zhang, Chen (bib14) 2006; 84
Graves-Morris, Roberts, Salam (bib16) 2000; 122
Pantelides, Booth (bib11) 2000; 74
Sidi (bib18) 1996; 86
Ben-Haim, Elishakoff (bib5) 1990
Rao (bib20) 1984
Moore (bib12) 1966
Roberts (bib19) 1996; 70
Bellomo, Casciati (bib3) 1992
Nagpal (bib1) 1989; 27
Chen, Wu, Yang (bib15) 2006; 66
Hien, Kleiber (bib2) 1990; 37
Pantelides (bib9) 1996; 26
Tzan, Pantelides (bib8) 1996; 122
Deif (bib4) 1986
Pantelides (10.1016/j.compstruc.2009.02.009_bib9) 1996; 26
Chen (10.1016/j.compstruc.2009.02.009_bib15) 2006; 66
Rao (10.1016/j.compstruc.2009.02.009_bib20) 1984
Nagpal (10.1016/j.compstruc.2009.02.009_bib1) 1989; 27
Pantelides (10.1016/j.compstruc.2009.02.009_bib11) 2000; 74
Chen (10.1016/j.compstruc.2009.02.009_bib14) 2006; 84
Roberts (10.1016/j.compstruc.2009.02.009_bib19) 1996; 70
Graves-Morris (10.1016/j.compstruc.2009.02.009_bib16) 2000; 122
Ben-Haim (10.1016/j.compstruc.2009.02.009_bib5) 1990
Tzan (10.1016/j.compstruc.2009.02.009_bib8) 1996; 122
Moore (10.1016/j.compstruc.2009.02.009_bib12) 1966
Brezinski (10.1016/j.compstruc.2009.02.009_bib17) 1978; 29
Liu (10.1016/j.compstruc.2009.02.009_bib7) 1994; 50
Deif (10.1016/j.compstruc.2009.02.009_bib4) 1986
Hien (10.1016/j.compstruc.2009.02.009_bib2) 1990; 37
Alefeld (10.1016/j.compstruc.2009.02.009_bib13) 1983
Lindberg (10.1016/j.compstruc.2009.02.009_bib6) 1991; 58
Bellomo (10.1016/j.compstruc.2009.02.009_bib3) 1992
Yang (10.1016/j.compstruc.2009.02.009_bib21) 2001; 12
Ganzerli (10.1016/j.compstruc.2009.02.009_bib10) 2000; 74
Sidi (10.1016/j.compstruc.2009.02.009_bib18) 1996; 86
References_xml – volume: 58
  start-page: 1092
  year: 1991
  end-page: 1094
  ident: bib6
  article-title: Dynamic response and buckling failure measures for structures with bounded and random imperfections
  publication-title: Trans ASME J Appl Mech
– volume: 84
  start-page: 243
  year: 2006
  end-page: 253
  ident: bib14
  article-title: Interval eigenvalues of closed-loop systems of uncertain structures
  publication-title: Comput Struct
– volume: 74
  start-page: 293
  year: 2000
  end-page: 307
  ident: bib11
  article-title: Computer-aided design of optimal structures with uncertainty
  publication-title: Comput Struct
– volume: 29
  start-page: 173
  year: 1978
  end-page: 177
  ident: bib17
  article-title: Convergence acceleration of some sequence by epsilon-algorithm
  publication-title: Numer Math
– volume: 122
  start-page: 51
  year: 2000
  end-page: 80
  ident: bib16
  article-title: The epsilon-algorithm and related topics
  publication-title: J Comput Appl Math
– volume: 26
  start-page: 1
  year: 1996
  end-page: 17
  ident: bib9
  article-title: Buckling and postbuckling of stiffened elements with uncertainty
  publication-title: Thin-Wall Struct
– year: 1983
  ident: bib13
  article-title: Introduction to interval computations
– year: 1966
  ident: bib12
  article-title: Interval analysis
– year: 1990
  ident: bib5
  article-title: Convex models of uncertainty in applied mechanics
– volume: 122
  start-page: 521
  year: 1996
  end-page: 529
  ident: bib8
  article-title: Convex models for impulsive response of structures
  publication-title: J Eng Mech
– year: 1992
  ident: bib3
  article-title: Nonlinear stochastic mechanics
– year: 1986
  ident: bib4
  article-title: Sensitivity analysis in linear systems
– volume: 86
  start-page: 21
  year: 1996
  end-page: 40
  ident: bib18
  article-title: Extension and completion of Wynn’s theory on convergence of columns of the epsilon table
  publication-title: J Approx Theory
– volume: 74
  start-page: 639
  year: 2000
  end-page: 647
  ident: bib10
  article-title: Optimum structural design via convex model superposition
  publication-title: Comput Struct
– volume: 27
  start-page: 809
  year: 1989
  end-page: 813
  ident: bib1
  article-title: Probabilistic structural analysis to quantify uncertainties associated with turbopump blades
  publication-title: AIAA J
– volume: 66
  start-page: 2115
  year: 2006
  end-page: 2130
  ident: bib15
  article-title: Eigensolution reanalysis of modified structures with epsilon-algorithm
  publication-title: Int J Numer Method Eng
– volume: 37
  start-page: 893
  year: 1990
  end-page: 902
  ident: bib2
  article-title: Finite element analysis based on stochastic Hamilton variation principle
  publication-title: Comput Struct
– volume: 50
  start-page: 557
  year: 1994
  end-page: 561
  ident: bib7
  article-title: Solving the extremum of static response for structural systems with uncertain unknown-but-bound parameters
  publication-title: Comput Struct
– volume: 70
  start-page: 95
  year: 1996
  end-page: 109
  ident: bib19
  article-title: On the convergence of rows of vector Pade’ approximation
  publication-title: J Comput Appl Math
– year: 1984
  ident: bib20
  article-title: Optimization theory and applications
– volume: 12
  start-page: 669
  year: 2001
  end-page: 684
  ident: bib21
  article-title: Interval finite element method based on the element for eigenvalue analysis of structures with interval parameters
  publication-title: Struct Eng Mech
– volume: 37
  start-page: 893
  year: 1990
  ident: 10.1016/j.compstruc.2009.02.009_bib2
  article-title: Finite element analysis based on stochastic Hamilton variation principle
  publication-title: Comput Struct
  doi: 10.1016/0045-7949(90)90002-J
– year: 1966
  ident: 10.1016/j.compstruc.2009.02.009_bib12
– volume: 84
  start-page: 243
  year: 2006
  ident: 10.1016/j.compstruc.2009.02.009_bib14
  article-title: Interval eigenvalues of closed-loop systems of uncertain structures
  publication-title: Comput Struct
  doi: 10.1016/j.compstruc.2005.08.004
– volume: 29
  start-page: 173
  year: 1978
  ident: 10.1016/j.compstruc.2009.02.009_bib17
  article-title: Convergence acceleration of some sequence by epsilon-algorithm
  publication-title: Numer Math
  doi: 10.1007/BF01390336
– volume: 58
  start-page: 1092
  year: 1991
  ident: 10.1016/j.compstruc.2009.02.009_bib6
  article-title: Dynamic response and buckling failure measures for structures with bounded and random imperfections
  publication-title: Trans ASME J Appl Mech
  doi: 10.1115/1.2897690
– year: 1990
  ident: 10.1016/j.compstruc.2009.02.009_bib5
– volume: 70
  start-page: 95
  year: 1996
  ident: 10.1016/j.compstruc.2009.02.009_bib19
  article-title: On the convergence of rows of vector Pade’ approximation
  publication-title: J Comput Appl Math
  doi: 10.1016/0377-0427(95)00133-6
– volume: 50
  start-page: 557
  year: 1994
  ident: 10.1016/j.compstruc.2009.02.009_bib7
  article-title: Solving the extremum of static response for structural systems with uncertain unknown-but-bound parameters
  publication-title: Comput Struct
  doi: 10.1016/0045-7949(94)90026-4
– year: 1984
  ident: 10.1016/j.compstruc.2009.02.009_bib20
– volume: 86
  start-page: 21
  year: 1996
  ident: 10.1016/j.compstruc.2009.02.009_bib18
  article-title: Extension and completion of Wynn’s theory on convergence of columns of the epsilon table
  publication-title: J Approx Theory
  doi: 10.1006/jath.1996.0053
– volume: 66
  start-page: 2115
  year: 2006
  ident: 10.1016/j.compstruc.2009.02.009_bib15
  article-title: Eigensolution reanalysis of modified structures with epsilon-algorithm
  publication-title: Int J Numer Method Eng
  doi: 10.1002/nme.1612
– year: 1986
  ident: 10.1016/j.compstruc.2009.02.009_bib4
– volume: 122
  start-page: 521
  year: 1996
  ident: 10.1016/j.compstruc.2009.02.009_bib8
  article-title: Convex models for impulsive response of structures
  publication-title: J Eng Mech
  doi: 10.1061/(ASCE)0733-9399(1996)122:6(521)
– volume: 12
  start-page: 669
  year: 2001
  ident: 10.1016/j.compstruc.2009.02.009_bib21
  article-title: Interval finite element method based on the element for eigenvalue analysis of structures with interval parameters
  publication-title: Struct Eng Mech
  doi: 10.12989/sem.2001.12.6.669
– volume: 27
  start-page: 809
  year: 1989
  ident: 10.1016/j.compstruc.2009.02.009_bib1
  article-title: Probabilistic structural analysis to quantify uncertainties associated with turbopump blades
  publication-title: AIAA J
  doi: 10.2514/3.10182
– year: 1992
  ident: 10.1016/j.compstruc.2009.02.009_bib3
– volume: 26
  start-page: 1
  year: 1996
  ident: 10.1016/j.compstruc.2009.02.009_bib9
  article-title: Buckling and postbuckling of stiffened elements with uncertainty
  publication-title: Thin-Wall Struct
  doi: 10.1016/0263-8231(96)00009-2
– volume: 74
  start-page: 293
  year: 2000
  ident: 10.1016/j.compstruc.2009.02.009_bib11
  article-title: Computer-aided design of optimal structures with uncertainty
  publication-title: Comput Struct
  doi: 10.1016/S0045-7949(99)00047-4
– volume: 122
  start-page: 51
  year: 2000
  ident: 10.1016/j.compstruc.2009.02.009_bib16
  article-title: The epsilon-algorithm and related topics
  publication-title: J Comput Appl Math
  doi: 10.1016/S0377-0427(00)00355-1
– volume: 74
  start-page: 639
  year: 2000
  ident: 10.1016/j.compstruc.2009.02.009_bib10
  article-title: Optimum structural design via convex model superposition
  publication-title: Comput Struct
  doi: 10.1016/S0045-7949(99)00077-2
– year: 1983
  ident: 10.1016/j.compstruc.2009.02.009_bib13
SSID ssj0006400
Score 2.1963754
Snippet Using interval theory and the second-order Taylor series, the eigenvalue problems of structures with multi-parameter can be transformed into those with single...
SourceID proquest
pascalfrancis
crossref
elsevier
SourceType Aggregation Database
Index Database
Enrichment Source
Publisher
StartPage 582
SubjectTerms Computational techniques
Efficient method
Epsilon-algorithm
Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Mathematical methods in physics
Natural frequencies
Physics
Solid mechanics
Static elasticity (thermoelasticity...)
Structural and continuum mechanics
Uncertain-but-bounded parameters
Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)
Title An efficient method for evaluating the natural frequencies of structures with uncertain-but-bounded parameters
URI https://dx.doi.org/10.1016/j.compstruc.2009.02.009
https://www.proquest.com/docview/34459636
https://www.proquest.com/docview/903632064
Volume 87
WOSCitedRecordID wos000266134600007&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
journalDatabaseRights – providerCode: PRVESC
  databaseName: ScienceDirect Freedom Collection - Elsevier
  customDbUrl:
  eissn: 1879-2243
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0006400
  issn: 0045-7949
  databaseCode: AIEXJ
  dateStart: 19950103
  isFulltext: true
  titleUrlDefault: https://www.sciencedirect.com
  providerName: Elsevier
link http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3db9MwELfKxgMIIT5F-Rh-4A0FJXYSx7xVaGggMSE2RN8iO3akTCOtlmbaf8S_yTnnfFTbNBDiJa3SOnFzP9-dr3e_I-RN5iyxEVEQRaWCDYpSgcpUGcRMaR4axdKy6JpNiMPDbLmUX2ezX30tzPmpqOvs4kKu_6uo4RwI25XO_oW4h4vCCXgPQocjiB2OfyT4Re2SNKqu0NE3iN7i9fblUR2jp6tePMNk6grZZ5FPtoVNOIZowexh0kCg202gXRMmcFEdYfhPl0jTTJ3bvkNE0-FpvNKYQoA67qh9e9COqPyiMDigvBHt6IBRBQGAYbo_bDWkCbVdaPdbW22FK-SYHIgxtL6OZkxa6vRy7Igzkbz0nUVVnAkZgIPBp7raG2fEpJwo3gRbGHkbnmAL0kvmASMVJ0666-4peMJSR9oqR4s45CkeuYm5eYVdb1Ue3yK7TCQSLMDu4tP-8vNg9NO4r3bCH7KVSnjl7a5zhO6tVQPLs8S-KpdchM7vOX5A7vsNC10g0B6Sma0fkbsTGsvHpF7UdIAcRchRgBwdIUcBctRDjk4gR1clHYFCHeTolZCjI-SekO8f948_HAS-j0dQxGG2CWSiEiNMrEOmYwE78jLNmDKw8zUR56mVVnPQGUKHoB-iVFjGi7BkqU1SrcOo4E_JTr2q7TNCuRHWFJkSujRxpow0pWCalYlOjY44m5O0f6h54UnuXa-V07zPZjzJB2m4FqwyD1kOL3MSDgPXyPNy85D3vdRy766iG5oD3G4evLcl5-GmjsLQNbWYk9e94HPQ-O5vPFXbVdvkPI4TMJvpnNBrviFddgYDTD7_lym-IHfGBfyS7MDn9hW5XZxvquZszy-A35g66BI
linkProvider Elsevier
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=An+efficient+method+for+evaluating+the+natural+frequencies+of+structures+with+uncertain-but-bounded+parameters&rft.jtitle=Computers+%26+structures&rft.au=Chen%2C+Su+Huan&rft.au=Ma%2C+Liang&rft.au=Meng%2C+Guang+Wei&rft.au=Guo%2C+Rui&rft.date=2009-05-01&rft.pub=Elsevier+Ltd&rft.issn=0045-7949&rft.eissn=1879-2243&rft.volume=87&rft.issue=9&rft.spage=582&rft.epage=590&rft_id=info:doi/10.1016%2Fj.compstruc.2009.02.009&rft.externalDocID=S0045794909000534
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0045-7949&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0045-7949&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0045-7949&client=summon