Development of an explicit time integration algorithm based on optimal integration parameter updating

Integration algorithm is an important mean to solve the discrete time equations of structural dynamics in earthquake engineering. In this paper, a new model‐based explicit integration algorithm, featured by optimization‐based integration parameter updating, is developed for a more accurate and effic...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Earthquake engineering & structural dynamics Jg. 52; H. 15; S. 5117 - 5140
Hauptverfasser: Fu, Zhao‐Yang, Li, Hong‐Nan, Li, Chao
Format: Journal Article
Sprache:Englisch
Veröffentlicht: Bognor Regis Wiley Subscription Services, Inc 01.12.2023
Schlagworte:
Algorithms
Controllability
Earthquake engineering
Earthquakes
Integration
Matrix methods
Optimization
Parameters
Seismic activity
Seismic engineering
Structural dynamics
Time integration
ISSN:0098-8847, 1096-9845
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
Abstract Integration algorithm is an important mean to solve the discrete time equations of structural dynamics in earthquake engineering. In this paper, a new model‐based explicit integration algorithm, featured by optimization‐based integration parameter updating, is developed for a more accurate and efficient solution of structural dynamic problems. The new integration algorithm is designed to yield minimum error and controllable numerical dispersion under the premise of stability by defining objective functions and constraints. Numerical properties of the new integration algorithm are investigated in details using the amplification matrix method for a linear elastic single degree‐of‐freedom system. Meanwhile, representative numerical examples and complex structure examples are analyzed and compared with other representative algorithms. As a result, the proposed algorithm yields comparable numerical characteristics with other methods, but exhibits pronounced superiority in controllable algorithmic dissipation, higher precision, and better efficiency. Therefore, the new integration algorithm possesses extensive application prospect in solving complicated linear and nonlinear structural dynamic problems.
AbstractList Integration algorithm is an important mean to solve the discrete time equations of structural dynamics in earthquake engineering. In this paper, a new model‐based explicit integration algorithm, featured by optimization‐based integration parameter updating, is developed for a more accurate and efficient solution of structural dynamic problems. The new integration algorithm is designed to yield minimum error and controllable numerical dispersion under the premise of stability by defining objective functions and constraints. Numerical properties of the new integration algorithm are investigated in details using the amplification matrix method for a linear elastic single degree‐of‐freedom system. Meanwhile, representative numerical examples and complex structure examples are analyzed and compared with other representative algorithms. As a result, the proposed algorithm yields comparable numerical characteristics with other methods, but exhibits pronounced superiority in controllable algorithmic dissipation, higher precision, and better efficiency. Therefore, the new integration algorithm possesses extensive application prospect in solving complicated linear and nonlinear structural dynamic problems.
Author Li, Hong‐Nan
Fu, Zhao‐Yang
Li, Chao
Author_xml – sequence: 1
  givenname: Zhao‐Yang
  orcidid: 0000-0002-8743-5300
  surname: Fu
  fullname: Fu, Zhao‐Yang
  organization: State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian China
– sequence: 2
  givenname: Hong‐Nan
  orcidid: 0000-0001-6948-3045
  surname: Li
  fullname: Li, Hong‐Nan
  organization: State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian China, School of Civil Engineering Shenyang Jianzhu University Shenyang China
– sequence: 3
  givenname: Chao
  orcidid: 0000-0002-1249-6344
  surname: Li
  fullname: Li, Chao
  organization: State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian China
BookMark eNpVkMtKAzEUhoNUsK2CjxBw42ZqMslkkqXUKxTc6DpkMmfqlJkkzaSib29K3bg6h5-Pc_kWaOa8A4SuKVlRQso72MOK5-YMzSlRolCSVzM0J0TJQkpeX6DFNO0IIUyQeo7gAb5g8GEEl7DvsHEYvsPQ2z7h1I-Ae5dgG03qvcNm2PrYp88RN2aCFufIh0yZ4R8WTDQjJIj4ENocue0lOu_MMMHVX12ij6fH9_VLsXl7fl3fbwpbUpEKMIrVrKoUI8SWsm55Y9tKlVYqS1RHW8sNVw3Pt4uSUdsA6wQXQhpJRU0btkQ3p7kh-v0BpqR3_hBdXqlLKUXJq4rKTN2eKBv9NEXodIj5ifijKdFHiTpL1EeJ7Bc6f2dC
Cites_doi 10.1016/j.engstruct.2011.10.006
10.1002/(SICI)1096-9845(199912)28:12<1541::AID-EQE880>3.0.CO;2-R
10.1002/1097-0207(20010110)50:1<199::AID-NME132>3.0.CO;2-A
10.1016/j.amc.2017.04.026
10.1002/eqe.927
10.1002/eqe.555
10.1002/eqe.838
10.1007/s10957-020-01661-6
10.1002/eqe.3667
10.1016/0022-460X(90)90860-3
10.1002/eqe.757
10.1007/s11071-019-05022-5
10.1002/nme.6054
10.1002/nme.2452
10.1002/eqe.2401
10.1016/j.compstruc.2019.05.018
10.1061/(ASCE)0733-9399(2008)134:8(676)
10.1002/eqe.4290050306
10.1002/eqe.775
10.1002/eqe.4290200605
10.1061/(ASCE)0733-9399(2002)128:9(935)
10.1061/JMCEA3.0000098
10.1016/j.compgeo.2018.10.010
10.1093/acprof:oso/9780199641758.001.0001
10.1016/0045-7949(89)90315-5
10.1002/nme.5153
10.1007/s11071-014-1368-3
10.1002/eqe.2484
10.1002/eqe.513
10.1002/eqe.18
10.1002/eqe.519
10.1002/eqe.3690
10.1007/s11071-014-1765-7
10.1002/(SICI)1096-9845(199904)28:4<393::AID-EQE823>3.0.CO;2-C
10.1016/S0267-7261(97)00017-1
10.1002/eqe.3274
10.1061/(ASCE)0733-9399(2007)133:7(748)
10.1002/eqe.4290210106
10.1016/j.engstruct.2019.05.095
10.1002/eqe.3646
ContentType Journal Article
Copyright 2023 John Wiley & Sons Ltd.
Copyright_xml – notice: 2023 John Wiley & Sons Ltd.
DBID AAYXX
CITATION
7ST
7TG
7UA
8FD
C1K
F1W
FR3
H96
KL.
KR7
L.G
SOI
DOI 10.1002/eqe.4002
DatabaseName CrossRef
Environment Abstracts
Meteorological & Geoastrophysical Abstracts
Water Resources Abstracts
Technology Research Database
Environmental Sciences and Pollution Management
ASFA: Aquatic Sciences and Fisheries Abstracts
Engineering Research Database
Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources
Meteorological & Geoastrophysical Abstracts - Academic
Civil Engineering Abstracts
Aquatic Science & Fisheries Abstracts (ASFA) Professional
Environment Abstracts
DatabaseTitle CrossRef
Civil Engineering Abstracts
Aquatic Science & Fisheries Abstracts (ASFA) Professional
Meteorological & Geoastrophysical Abstracts
Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources
Technology Research Database
ASFA: Aquatic Sciences and Fisheries Abstracts
Engineering Research Database
Environment Abstracts
Meteorological & Geoastrophysical Abstracts - Academic
Water Resources Abstracts
Environmental Sciences and Pollution Management
DatabaseTitleList CrossRef
Civil Engineering Abstracts
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1096-9845
EndPage 5140
ExternalDocumentID 10_1002_eqe_4002
GroupedDBID -~X
.3N
.DC
.GA
.Y3
05W
0R~
10A
1L6
1OB
1OC
31~
33P
3SF
3WU
4.4
4ZD
50Y
50Z
51W
51X
52M
52N
52O
52P
52S
52T
52U
52W
52X
5GY
5VS
66C
702
7PT
8-0
8-1
8-3
8-4
8-5
8UM
8WZ
930
A03
A6W
AABCJ
AAESR
AAEVG
AAHQN
AAIKC
AAMMB
AAMNL
AAMNW
AANHP
AANLZ
AAONW
AASGY
AAXRX
AAYCA
AAYXX
AAZKR
ABCQN
ABCUV
ABEML
ABIJN
ABJNI
ABPVW
ACAHQ
ACBWZ
ACCZN
ACGFS
ACIWK
ACKIV
ACPOU
ACRPL
ACSCC
ACXBN
ACXQS
ACYXJ
ADBBV
ADEOM
ADIZJ
ADKYN
ADMGS
ADNMO
ADOZA
ADXAS
ADZMN
AEFGJ
AEIGN
AEIMD
AENEX
AEUYR
AEYWJ
AFBPY
AFFPM
AFGKR
AFRAH
AFWVQ
AFZJQ
AGHNM
AGQPQ
AGXDD
AGYGG
AHBTC
AI.
AIDQK
AIDYY
AIQQE
AITYG
AIURR
AJXKR
ALAGY
ALMA_UNASSIGNED_HOLDINGS
ALVPJ
AMBMR
AMYDB
ARCSS
ASPBG
ATUGU
AUFTA
AVWKF
AZBYB
AZFZN
AZVAB
BAFTC
BDRZF
BFHJK
BHBCM
BMNLL
BMXJE
BNHUX
BROTX
BRXPI
BY8
CITATION
CKXBT
CS3
D-E
D-F
DCZOG
DPXWK
DR2
DRFUL
DRSTM
DU5
EBS
EJD
F00
F01
F04
FEDTE
G-S
G.N
GNP
GODZA
H.T
H.X
HBH
HF~
HGLYW
HHY
HVGLF
HZ~
IX1
J0M
JPC
KQQ
LATKE
LAW
LC2
LC3
LEEKS
LH4
LITHE
LOXES
LP6
LP7
LUTES
LW6
LYRES
M58
MEWTI
MK4
MRFUL
MRSTM
MSFUL
MSSTM
MXFUL
MXSTM
N04
N05
N9A
NF~
NNB
O66
O8X
O9-
OIG
P2P
P2W
P2X
P4D
PALCI
Q.N
Q11
QB0
QRW
R.K
RIWAO
RJQFR
RNS
ROL
RX1
RYL
SAMSI
SUPJJ
TN5
TUS
UB1
V2E
VH1
W8V
W99
WBKPD
WH7
WIB
WIH
WIK
WLBEL
WOHZO
WQJ
WXSBR
WYISQ
XG1
XPP
XV2
ZY4
ZZTAW
~02
~IA
~WT
7ST
7TG
7UA
8FD
ALUQN
C1K
F1W
FR3
H96
KL.
KR7
L.G
SOI
ID FETCH-LOGICAL-c216t-ea9373559300c287d4bcd592c89c09f1dc4a49b40366231cbe3f64668a81671b3
ISICitedReferencesCount 0
ISICitedReferencesURI http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=001056958000001&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN 0098-8847
IngestDate Fri Jul 25 20:53:24 EDT 2025
Sat Nov 29 03:40:52 EST 2025
IsPeerReviewed true
IsScholarly true
Issue 15
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c216t-ea9373559300c287d4bcd592c89c09f1dc4a49b40366231cbe3f64668a81671b3
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
ORCID 0000-0001-6948-3045
0000-0002-1249-6344
0000-0002-8743-5300
PQID 2886245518
PQPubID 866380
PageCount 24
ParticipantIDs proquest_journals_2886245518
crossref_primary_10_1002_eqe_4002
PublicationCentury 2000
PublicationDate 2023-12-00
20231201
PublicationDateYYYYMMDD 2023-12-01
PublicationDate_xml – month: 12
  year: 2023
  text: 2023-12-00
PublicationDecade 2020
PublicationPlace Bognor Regis
PublicationPlace_xml – name: Bognor Regis
PublicationTitle Earthquake engineering & structural dynamics
PublicationYear 2023
Publisher Wiley Subscription Services, Inc
Publisher_xml – name: Wiley Subscription Services, Inc
References e_1_2_8_28_1
e_1_2_8_29_1
Pegon P (e_1_2_8_32_1) 2008; 502
e_1_2_8_24_1
e_1_2_8_25_1
e_1_2_8_26_1
e_1_2_8_27_1
Kim W (e_1_2_8_16_1) 2019; 16
e_1_2_8_3_1
e_1_2_8_2_1
e_1_2_8_5_1
e_1_2_8_4_1
e_1_2_8_7_1
e_1_2_8_6_1
e_1_2_8_9_1
e_1_2_8_8_1
e_1_2_8_43_1
e_1_2_8_21_1
e_1_2_8_42_1
e_1_2_8_22_1
e_1_2_8_45_1
e_1_2_8_23_1
e_1_2_8_44_1
Hilber HM (e_1_2_8_46_1) 1976
Chuanguo J (e_1_2_8_33_1) 2010
e_1_2_8_41_1
e_1_2_8_40_1
e_1_2_8_17_1
e_1_2_8_18_1
e_1_2_8_39_1
e_1_2_8_19_1
e_1_2_8_13_1
e_1_2_8_36_1
e_1_2_8_14_1
e_1_2_8_35_1
e_1_2_8_15_1
e_1_2_8_38_1
e_1_2_8_37_1
e_1_2_8_10_1
e_1_2_8_31_1
e_1_2_8_11_1
e_1_2_8_34_1
e_1_2_8_12_1
Kim W (e_1_2_8_20_1) 2020; 17
e_1_2_8_30_1
References_xml – volume: 16
  issue: 6
  year: 2019
  ident: e_1_2_8_16_1
  article-title: Higher‐order explicit time integration methods for numerical analyses of structural dynamics
  publication-title: Lat Am J Solids Stru
– ident: e_1_2_8_45_1
  doi: 10.1016/j.engstruct.2011.10.006
– ident: e_1_2_8_5_1
  doi: 10.1002/(SICI)1096-9845(199912)28:12<1541::AID-EQE880>3.0.CO;2-R
– ident: e_1_2_8_31_1
  doi: 10.1002/1097-0207(20010110)50:1<199::AID-NME132>3.0.CO;2-A
– ident: e_1_2_8_34_1
  doi: 10.1016/j.amc.2017.04.026
– ident: e_1_2_8_8_1
  doi: 10.1002/eqe.927
– ident: e_1_2_8_19_1
  doi: 10.1002/eqe.555
– ident: e_1_2_8_37_1
  doi: 10.1002/eqe.838
– volume-title: Monolithic and Partitioned Rosenbrock‐Based Time Integration Methods for Dynamic Substructure Tests
  year: 2010
  ident: e_1_2_8_33_1
– ident: e_1_2_8_43_1
  doi: 10.1007/s10957-020-01661-6
– ident: e_1_2_8_11_1
  doi: 10.1002/eqe.3667
– ident: e_1_2_8_17_1
  doi: 10.1016/0022-460X(90)90860-3
– ident: e_1_2_8_18_1
  doi: 10.1002/eqe.757
– volume: 17
  issue: 8
  year: 2020
  ident: e_1_2_8_20_1
  article-title: A comparative study of two families of higher‐order accurate time integration algorithms
  publication-title: Int J Comp Meth‐Sing
– ident: e_1_2_8_40_1
  doi: 10.1007/s11071-019-05022-5
– ident: e_1_2_8_15_1
  doi: 10.1002/nme.6054
– ident: e_1_2_8_22_1
  doi: 10.1002/nme.2452
– ident: e_1_2_8_28_1
  doi: 10.1002/eqe.2401
– volume: 502
  start-page: 197
  year: 2008
  ident: e_1_2_8_32_1
  article-title: Continuous PsD testing with substructuring
  publication-title: Cism Courses Lect
– ident: e_1_2_8_42_1
  doi: 10.1016/j.compstruc.2019.05.018
– ident: e_1_2_8_23_1
  doi: 10.1061/(ASCE)0733-9399(2008)134:8(676)
– ident: e_1_2_8_13_1
  doi: 10.1002/eqe.4290050306
– ident: e_1_2_8_24_1
  doi: 10.1002/eqe.775
– ident: e_1_2_8_30_1
  doi: 10.1002/eqe.4290200605
– ident: e_1_2_8_36_1
  doi: 10.1061/(ASCE)0733-9399(2002)128:9(935)
– ident: e_1_2_8_2_1
  doi: 10.1061/JMCEA3.0000098
– ident: e_1_2_8_41_1
  doi: 10.1016/j.compgeo.2018.10.010
– ident: e_1_2_8_4_1
  doi: 10.1093/acprof:oso/9780199641758.001.0001
– ident: e_1_2_8_12_1
  doi: 10.1016/0045-7949(89)90315-5
– ident: e_1_2_8_38_1
  doi: 10.1002/nme.5153
– ident: e_1_2_8_27_1
  doi: 10.1007/s11071-014-1368-3
– ident: e_1_2_8_29_1
  doi: 10.1002/eqe.2484
– volume-title: Analysis and Design of Numerical Integration Methods in Structural Dynamics
  year: 1976
  ident: e_1_2_8_46_1
– ident: e_1_2_8_14_1
  doi: 10.1002/eqe.513
– ident: e_1_2_8_3_1
  doi: 10.1002/eqe.18
– ident: e_1_2_8_26_1
  doi: 10.1002/eqe.519
– ident: e_1_2_8_44_1
  doi: 10.1002/eqe.3690
– ident: e_1_2_8_39_1
  doi: 10.1007/s11071-014-1765-7
– ident: e_1_2_8_7_1
  doi: 10.1002/(SICI)1096-9845(199904)28:4<393::AID-EQE823>3.0.CO;2-C
– ident: e_1_2_8_25_1
  doi: 10.1016/S0267-7261(97)00017-1
– ident: e_1_2_8_9_1
  doi: 10.1002/eqe.3274
– ident: e_1_2_8_21_1
  doi: 10.1061/(ASCE)0733-9399(2007)133:7(748)
– ident: e_1_2_8_6_1
  doi: 10.1002/eqe.4290210106
– ident: e_1_2_8_35_1
  doi: 10.1016/j.engstruct.2019.05.095
– ident: e_1_2_8_10_1
  doi: 10.1002/eqe.3646
SSID ssj0003607
Score 2.3964615
Snippet Integration algorithm is an important mean to solve the discrete time equations of structural dynamics in earthquake engineering. In this paper, a new...
SourceID proquest
crossref
SourceType Aggregation Database
Index Database
StartPage 5117
SubjectTerms Algorithms
Controllability
Earthquake engineering
Earthquakes
Integration
Matrix methods
Optimization
Parameters
Seismic activity
Seismic engineering
Structural dynamics
Time integration
Title Development of an explicit time integration algorithm based on optimal integration parameter updating
URI https://www.proquest.com/docview/2886245518
Volume 52
WOSCitedRecordID wos001056958000001&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: PRVWIB
  databaseName: Wiley Online Library Full Collection 2020
  customDbUrl:
  eissn: 1096-9845
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0003607
  issn: 0098-8847
  databaseCode: DRFUL
  dateStart: 19960101
  isFulltext: true
  titleUrlDefault: https://onlinelibrary.wiley.com
  providerName: Wiley-Blackwell
link http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV1Nb9MwGLaqjQMcEJ9iMJCRuFUZieMm9hEBFYepQmhD4xT5KzRam3RbO43fwx_ltWOn7sRhHLhElZs4rd8n70f8-DFC70htWFqwLClzKhMqcpEIKTVUKVyXJePaOOH578flbMbOzvjX0eh3WAtzvSjblt3c8NV_NTW0gbHt0tl_MPfQKTTAZzA6HMHscLyT4SMakJvkdyr-i0Y1a7eR_CAQ4XjIi5_dZbOeL8c2mmk7c9CBD1k6JY7taVYffGl5M-PNyi6H8NEuvNCHHzG_2IhzMzZbdUOHqV6d1il76F-tWEbU-unGzYvMRTfwLX4I37ElCPW7aVvCcPh6FtGHGk8V6OK3FiSPGCDeE3OWMNarbR6Z3vlCOZVw1stLBu88ITEKJ5GvhVSxjOI2ZH7pX2NCrzFrLswR-CuyjXthrv9WOBxIir2gM6ngyoo6wdJ9Uk44eP_9T9-mp8dDwM-LdJBmtX8paByn5H24627Wsxv0XSZz8gg99CUI_tBD5zEamfYJehAJUz5FJgIR7mosWhxAhC2IcIQOPIAIOxBhaPIg2jltABEOIHqGTqefTz5-SfyGHIkiWbFOjIBkFhJUnqepglJbU6n0hBPFuEp5nWlFBeWSwohAVp0pafK6oEXBBMuKMpP5c7TXdq15YRl1hGgJta40GSWm5LImOVysIGVVmusD9DYMWLXqdVeq2wY5QIdhJCv_AF5VhNklT1Zn8OUduniF7m_ReYj24Kkwr9E9db1uri7feEP_AfdXg9A
linkProvider Wiley-Blackwell
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=Development+of+an+explicit+time+integration+algorithm+based+on+optimal+integration+parameter+updating&rft.jtitle=Earthquake+engineering+%26+structural+dynamics&rft.au=Fu%2C+Zhao%E2%80%90Yang&rft.au=Li%2C+Hong%E2%80%90Nan&rft.au=Li%2C+Chao&rft.date=2023-12-01&rft.issn=0098-8847&rft.eissn=1096-9845&rft.volume=52&rft.issue=15&rft.spage=5117&rft.epage=5140&rft_id=info:doi/10.1002%2Feqe.4002&rft.externalDBID=n%2Fa&rft.externalDocID=10_1002_eqe_4002
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0098-8847&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0098-8847&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0098-8847&client=summon