A developed model updating method based on extended frequency response functions and its application study of offshore structures

Accurate finite element (FE) models are extremely vital to the analysis of the dynamic characteristics of engineering structures. However, it is challenging for the frequency response function (FRF)-based model updating method to obtain reliable numerical results as the limited number of FRFs at the...

Full description

Saved in:
Bibliographic Details
Published in:Applied ocean research Vol. 135; p. 103543
Main Authors: Liu, Fushun, Li, Xingguo, Song, Hong, Liu, Dianzi
Format: Journal Article
Language:English
Published: Elsevier Ltd 01.06.2023
Subjects:
ISSN:0141-1187, 1879-1549
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Abstract Accurate finite element (FE) models are extremely vital to the analysis of the dynamic characteristics of engineering structures. However, it is challenging for the frequency response function (FRF)-based model updating method to obtain reliable numerical results as the limited number of FRFs at the selected peak positions usually leads to an unacceptable or failure of model updating. Moreover, the increased number of updating coefficients in complex engineering problems generates nonlinear optimization models with the local solutions by traditional optimization techniques. To tackle these two issues, a new model updating method is proposed to make full use of FRFs extracted from measured field data of structures and the improved particle swarm optimization (PSO) technique for accurately estimating physical parameters of structures. The novelties of this research include: (1) The signature assurance criterion (SAC)-based FRF is evaluated to eliminate the influence of limited frequency points on the accuracy of the updated model using the normalized acceleration component; (2) The enhanced (PSO) is developed to realize the adaptive selection of inertia factors for the better diversity by introducing an average value of the fitness function, and then accurate predictions of updating coefficients within a smaller number of iterations are achieved using the developed constraint factor. The effectiveness of the proposed method is verified by mathematical model of a jacket platform. Results show that the proposed method can accurately obtain the updating coefficients under spatial incomplete condition, and the maximum error of natural frequencies is 0.779% using the accelerations containing 5% noise. To prove the robustness of the proposed method, experimental studies of monopile offshore wind turbine are also conducted and the maximum error of natural frequencies is 1.887% under the consideration of spatial incompleteness represented by the structural stiffness degradation. Finally, the feasibility of the proposed method is evaluated by a test of a complex jacket platform, whose variation is simulated by weakening the connections of some elements. The maximum error of natural frequencies predicted by the updated model is only 4.831% as compared with experimental results. Throughout these examples, the extended FRF model updating method provides engineers and designers with a useful insight into the development of reliable techniques to accurately predict dynamic responses of offshore structures. •A model updating method based on extended frequency response function is proposed.•The accuracy of the proposed method is improved by signature assurance criterion.•The intelligent algorithm is developed to efficiently update structural parameters.•Results of numerical and experimental tests demonstrate the method’s correctness.
AbstractList Accurate finite element (FE) models are extremely vital to the analysis of the dynamic characteristics of engineering structures. However, it is challenging for the frequency response function (FRF)-based model updating method to obtain reliable numerical results as the limited number of FRFs at the selected peak positions usually leads to an unacceptable or failure of model updating. Moreover, the increased number of updating coefficients in complex engineering problems generates nonlinear optimization models with the local solutions by traditional optimization techniques. To tackle these two issues, a new model updating method is proposed to make full use of FRFs extracted from measured field data of structures and the improved particle swarm optimization (PSO) technique for accurately estimating physical parameters of structures. The novelties of this research include: (1) The signature assurance criterion (SAC)-based FRF is evaluated to eliminate the influence of limited frequency points on the accuracy of the updated model using the normalized acceleration component; (2) The enhanced (PSO) is developed to realize the adaptive selection of inertia factors for the better diversity by introducing an average value of the fitness function, and then accurate predictions of updating coefficients within a smaller number of iterations are achieved using the developed constraint factor. The effectiveness of the proposed method is verified by mathematical model of a jacket platform. Results show that the proposed method can accurately obtain the updating coefficients under spatial incomplete condition, and the maximum error of natural frequencies is 0.779% using the accelerations containing 5% noise. To prove the robustness of the proposed method, experimental studies of monopile offshore wind turbine are also conducted and the maximum error of natural frequencies is 1.887% under the consideration of spatial incompleteness represented by the structural stiffness degradation. Finally, the feasibility of the proposed method is evaluated by a test of a complex jacket platform, whose variation is simulated by weakening the connections of some elements. The maximum error of natural frequencies predicted by the updated model is only 4.831% as compared with experimental results. Throughout these examples, the extended FRF model updating method provides engineers and designers with a useful insight into the development of reliable techniques to accurately predict dynamic responses of offshore structures. •A model updating method based on extended frequency response function is proposed.•The accuracy of the proposed method is improved by signature assurance criterion.•The intelligent algorithm is developed to efficiently update structural parameters.•Results of numerical and experimental tests demonstrate the method’s correctness.
ArticleNumber 103543
Author Song, Hong
Liu, Dianzi
Liu, Fushun
Li, Xingguo
Author_xml – sequence: 1
  givenname: Fushun
  surname: Liu
  fullname: Liu, Fushun
  email: percyliu@ouc.edu.cn
  organization: College of Engineering, Ocean University of China, Qingdao 266100, China
– sequence: 2
  givenname: Xingguo
  surname: Li
  fullname: Li, Xingguo
  organization: College of Engineering, Ocean University of China, Qingdao 266100, China
– sequence: 3
  givenname: Hong
  surname: Song
  fullname: Song, Hong
  organization: College of Engineering, Ocean University of China, Qingdao 266100, China
– sequence: 4
  givenname: Dianzi
  surname: Liu
  fullname: Liu, Dianzi
  organization: School of Engineering, University of East Anglia, Norwich, NR14 7TH, United Kingdom
BookMark eNp9kM1KAzEURoNUsK2-gKu8wNQkM9NmwE0p_kHBja5DJrmxKdNkTDLFLn1zU-vKRSFwL9_lBL4zQSPnHSB0S8mMEjq_285k78OMEVbmoKyr8gKNKV80Ba2rZoTGhFa0oDm5QpMYt4RQxud8jL6XWMMeOt-DxjuvocNDr2Wy7gPvIG28xq2M-eYdhq8ETufdBPgcwKkDDhB77yJgMziVbF6xdBrblGffd1bJY4hjGvQBe5OfiRsfICdhUGnI_DW6NLKLcPM3p-j98eFt9VysX59eVst1oUpCUsEYbWsKnHG5aBRTi1IyzqFWlIBira6aKrfmoI2WlNa1kQxUQ2hj9ELrpi2niJ3-VcHHGMCIPtidDAdBiThKFFtxlCiOEsVJYob4P0jZ9NspBWm78-j9CYVcam8hiKhslgbaBlBJaG_P4T_o8pN8
CitedBy_id crossref_primary_10_1016_j_ymssp_2024_112174
crossref_primary_10_1016_j_istruc_2024_105906
crossref_primary_10_1016_j_istruc_2023_06_044
crossref_primary_10_1016_j_apor_2024_104068
crossref_primary_10_1016_j_marstruc_2023_103533
crossref_primary_10_1016_j_oceaneng_2023_116550
crossref_primary_10_1016_j_oceaneng_2024_119824
crossref_primary_10_1016_j_istruc_2025_109823
crossref_primary_10_1080_17445302_2025_2502868
crossref_primary_10_1016_j_marstruc_2024_103673
Cites_doi 10.1016/j.ymssp.2008.07.010
10.1016/j.ymssp.2006.05.008
10.1016/S0022-460X(03)00796-X
10.1016/j.oceaneng.2021.109737
10.1016/j.jsv.2022.117375
10.1016/j.ijsolstr.2013.09.017
10.1061/(ASCE)0733-9445(1997)123:6(792)
10.1016/j.ymssp.2012.04.019
10.1016/j.advengsoft.2009.01.004
10.1016/j.ymssp.2018.11.027
10.1016/j.compstruc.2007.07.005
10.1006/jsvi.1993.1340
10.1016/j.renene.2015.11.078
10.1016/j.ymssp.2020.106797
10.1016/j.jsv.2009.02.048
10.1016/j.ymssp.2016.05.001
10.1007/s11431-008-0247-x
10.1016/j.apor.2022.103087
10.1016/j.jsv.2009.07.001
10.1016/j.oceaneng.2013.01.030
10.1016/j.jsv.2011.05.003
10.1016/j.renene.2014.07.007
10.1016/S0045-7949(02)00017-2
ContentType Journal Article
Copyright 2023 Elsevier Ltd
Copyright_xml – notice: 2023 Elsevier Ltd
DBID AAYXX
CITATION
DOI 10.1016/j.apor.2023.103543
DatabaseName CrossRef
DatabaseTitle CrossRef
DatabaseTitleList
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
Oceanography
EISSN 1879-1549
ExternalDocumentID 10_1016_j_apor_2023_103543
S0141118723000846
GroupedDBID --K
--M
-~X
.~1
0R~
1B1
1RT
1~.
1~5
23M
4.4
457
4G.
5GY
5VS
6TJ
7-5
71M
8P~
9JN
AACTN
AAEDT
AAEDW
AAIAV
AAIKJ
AAKOC
AALRI
AAOAW
AAQFI
AAQXK
AAXUO
ABMAC
ABXDB
ABYKQ
ACDAQ
ACGFS
ACNNM
ACRLP
ADBBV
ADEZE
ADMUD
ADTZH
AEBSH
AECPX
AEKER
AENEX
AFFNX
AFKWA
AFTJW
AGHFR
AGUBO
AGYEJ
AHHHB
AHJVU
AIEXJ
AIKHN
AITUG
AJBFU
AJOXV
ALMA_UNASSIGNED_HOLDINGS
AMFUW
AMRAJ
ASPBG
AVWKF
AXJTR
AZFZN
BJAXD
BKOJK
BLXMC
CS3
EBS
EFJIC
EFLBG
EJD
EO8
EO9
EP2
EP3
FDB
FEDTE
FGOYB
FIRID
FNPLU
FYGXN
G-2
G-Q
GBLVA
HMA
HVGLF
HZ~
IHE
J1W
JJJVA
KOM
LY3
LY7
M41
MO0
N9A
O-L
O9-
OAUVE
OZT
P-8
P-9
P2P
PC.
Q38
R2-
RIG
ROL
RPZ
SDF
SDG
SEP
SES
SET
SEW
SPC
SPCBC
SST
SSZ
T5K
TN5
UAO
WUQ
XPP
ZMT
~02
~A~
~G-
9DU
AATTM
AAXKI
AAYWO
AAYXX
ABJNI
ABWVN
ACLOT
ACRPL
ACVFH
ADCNI
ADNMO
AEIPS
AEUPX
AFJKZ
AFPUW
AGQPQ
AIGII
AIIUN
AKBMS
AKRWK
AKYEP
ANKPU
APXCP
CITATION
EFKBS
GROUPED_DOAJ
~HD
ID FETCH-LOGICAL-c300t-221b51e828a79c2c73a288e5c10ec2bd4945438edfda1155fa2ec9019fd7dd9b3
ISICitedReferencesCount 12
ISICitedReferencesURI http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=001054491100001&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN 0141-1187
IngestDate Tue Nov 18 21:19:45 EST 2025
Sat Nov 29 07:23:33 EST 2025
Fri Feb 23 02:37:17 EST 2024
IsPeerReviewed true
IsScholarly true
Keywords Normalized acceleration components
Improved particle swarm algorithm
Signature assurance criterion
Model updating
Frequency response function
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c300t-221b51e828a79c2c73a288e5c10ec2bd4945438edfda1155fa2ec9019fd7dd9b3
ParticipantIDs crossref_primary_10_1016_j_apor_2023_103543
crossref_citationtrail_10_1016_j_apor_2023_103543
elsevier_sciencedirect_doi_10_1016_j_apor_2023_103543
PublicationCentury 2000
PublicationDate June 2023
2023-06-00
PublicationDateYYYYMMDD 2023-06-01
PublicationDate_xml – month: 06
  year: 2023
  text: June 2023
PublicationDecade 2020
PublicationTitle Applied ocean research
PublicationYear 2023
Publisher Elsevier Ltd
Publisher_xml – name: Elsevier Ltd
References Begambre, Laier (b5) 2009; 40
Arora, Singh, Kundra (b2) 2009; 324
Liu, Li, Li, Wang (b18) 2014; 72
Zhang, Guo, Zhou, Wang (b28) 2021; 238
Jiang, Zhang, Fei, Wu (b12) 2014; 16
Liu (b16) 2011; 330
Hasselmann (b10) 1973; 8
Lin, Zhu (b15) 2006; 20
Craig, Kurdila (b7) 2006
Ngan, Caprani, Bai (b24) 2019; 121
Majumdar, Maiti, Maity (b21) 2012; 218
Liu, Li (b17) 2013; 63
Canbaloğlu, Özgüven (b6) 2016; 80
Friswell, Mottershead (b9) 1995
Arora, Singh, Kundra (b3) 2009; 23
Zhang, Hou, An, Jankowski, Duan, Hu (b29) 2023; 542
Arora (b1) 2014; 51
Li, Liu (b13) 2022; 121
Tu, Lu (b27) 2008; 86
Sanayei, Imbaro, McClain, Brown (b26) 1997; 123
Liu, Yang, Li, Li, Wang (b19) 2016; 89
Mottershead, Friswell (b23) 1993; 167
Esfandiari, Bakhtiari-Nejad, Rahai, Sanayei (b8) 2009; 326
Pradhan, Modak (b25) 2012; 32
Bartilson, Jang, Smyth (b4) 2020; 143
Li, Liu, Hu (b14) 2008; 51
Modak, Kundra, Nakra (b22) 2002; 80
Lu, Tu (b20) 2004; 275
Hong, Pu, Wang, Chen, Gou, Li (b11) 2017
Sanayei (10.1016/j.apor.2023.103543_b26) 1997; 123
Bartilson (10.1016/j.apor.2023.103543_b4) 2020; 143
Canbaloğlu (10.1016/j.apor.2023.103543_b6) 2016; 80
Begambre (10.1016/j.apor.2023.103543_b5) 2009; 40
Liu (10.1016/j.apor.2023.103543_b19) 2016; 89
Li (10.1016/j.apor.2023.103543_b14) 2008; 51
Tu (10.1016/j.apor.2023.103543_b27) 2008; 86
Modak (10.1016/j.apor.2023.103543_b22) 2002; 80
Zhang (10.1016/j.apor.2023.103543_b28) 2021; 238
Jiang (10.1016/j.apor.2023.103543_b12) 2014; 16
Pradhan (10.1016/j.apor.2023.103543_b25) 2012; 32
Esfandiari (10.1016/j.apor.2023.103543_b8) 2009; 326
Li (10.1016/j.apor.2023.103543_b13) 2022; 121
Hasselmann (10.1016/j.apor.2023.103543_b10) 1973; 8
Arora (10.1016/j.apor.2023.103543_b1) 2014; 51
Lu (10.1016/j.apor.2023.103543_b20) 2004; 275
Mottershead (10.1016/j.apor.2023.103543_b23) 1993; 167
Ngan (10.1016/j.apor.2023.103543_b24) 2019; 121
Majumdar (10.1016/j.apor.2023.103543_b21) 2012; 218
Craig (10.1016/j.apor.2023.103543_b7) 2006
Liu (10.1016/j.apor.2023.103543_b16) 2011; 330
Hong (10.1016/j.apor.2023.103543_b11) 2017
Arora (10.1016/j.apor.2023.103543_b2) 2009; 324
Liu (10.1016/j.apor.2023.103543_b18) 2014; 72
Liu (10.1016/j.apor.2023.103543_b17) 2013; 63
Friswell (10.1016/j.apor.2023.103543_b9) 1995
Lin (10.1016/j.apor.2023.103543_b15) 2006; 20
Arora (10.1016/j.apor.2023.103543_b3) 2009; 23
Zhang (10.1016/j.apor.2023.103543_b29) 2023; 542
References_xml – volume: 72
  start-page: 174
  year: 2014
  end-page: 181
  ident: b18
  article-title: Experimental study of improved modal strain energy method for damage localisation in jacket-type offshore wind turbines
  publication-title: Renew. Energy
– year: 2017
  ident: b11
  article-title: Model-updating with experimental frequency response function considering general damping
  publication-title: Adv. Struct. Eng.
– volume: 51
  start-page: 2254
  year: 2008
  end-page: 2268
  ident: b14
  article-title: Employing incomplete complex modes for model updating and damage detection of damped structures
  publication-title: Sci. China Ser. E: Technol. Sci.
– volume: 121
  year: 2022
  ident: b13
  article-title: A nonmode-shape-based model updating method for offshore structures using extracted components from measured accelerations
  publication-title: Appl. Ocean Res.
– volume: 20
  start-page: 2200
  year: 2006
  end-page: 2218
  ident: b15
  article-title: Model updating of damped structures using FRF data
  publication-title: Mech. Syst. Signal Process.
– volume: 32
  start-page: 232
  year: 2012
  end-page: 250
  ident: b25
  article-title: Normal response function method for mass and stiffness matrix updating using complex FRFs
  publication-title: Mech. Syst. Signal Process.
– year: 1995
  ident: b9
  article-title: Finite Element Model Updating in Structural Dynamics
– volume: 80
  start-page: 437
  year: 2002
  end-page: 447
  ident: b22
  article-title: Comparative study of model updating methods using simulated experimental data
  publication-title: Comput. Struct.
– volume: 86
  start-page: 714
  year: 2008
  end-page: 727
  ident: b27
  article-title: FE model updating using artificial boundary conditions with genetic algorithms
  publication-title: Comput. Struct.
– volume: 123
  start-page: 792
  year: 1997
  end-page: 798
  ident: b26
  article-title: Structural model updating using experimental static measurements
  publication-title: J. Struct. Eng.
– volume: 23
  start-page: 580
  year: 2009
  end-page: 587
  ident: b3
  article-title: On the use of damped updated FE model for dynamic design
  publication-title: Mech. Syst. Signal Process.
– volume: 167
  start-page: 347
  year: 1993
  end-page: 375
  ident: b23
  article-title: Model updating in structural dynamics: A survey
  publication-title: J. Sound Vib.
– volume: 326
  start-page: 557
  year: 2009
  end-page: 573
  ident: b8
  article-title: Structural model updating using frequency response function and quasi-linear sensitivity equation
  publication-title: J. Sound Vib.
– volume: 238
  year: 2021
  ident: b28
  article-title: Research on damage identification of hull girder based on probabilistic neural network (PNN)
  publication-title: Ocean Eng.
– volume: 275
  start-page: 931
  year: 2004
  end-page: 952
  ident: b20
  article-title: A two-level neural network approach for dynamic FE model updating including damping
  publication-title: J. Sound Vib.
– year: 2006
  ident: b7
  publication-title: Fundamentals of Structural Dynamics
– volume: 63
  start-page: 26
  year: 2013
  end-page: 34
  ident: b17
  article-title: A two-step mode shape expansion method for offshore jacket structures with physical meaningful modelling errors
  publication-title: Ocean Eng.
– volume: 542
  year: 2023
  ident: b29
  article-title: Vehicle parameter identification based on vehicle frequency response function
  publication-title: J. Sound Vib.
– volume: 40
  start-page: 883
  year: 2009
  end-page: 891
  ident: b5
  article-title: A hybrid particle swarm optimization – simplex algorithm (PSOS) for structural damage identification
  publication-title: Adv. Eng. Softw.
– volume: 16
  start-page: 2305
  year: 2014
  end-page: 2318
  ident: b12
  article-title: Comparative study of model updating methods using frequency response function data
  publication-title: J. Vibroeng.
– volume: 89
  start-page: 60
  year: 2016
  end-page: 70
  ident: b19
  article-title: Discrepancy study of modal parameters of a scale jacket-type supporting structure of 3.0-MW offshore wind turbine in water and in air
  publication-title: Renew. Energy
– volume: 51
  start-page: 133
  year: 2014
  end-page: 143
  ident: b1
  article-title: Structural damping identification method using normal FRFs
  publication-title: Int. J. Solids Struct.
– volume: 143
  year: 2020
  ident: b4
  article-title: Symmetry properties of natural frequency and mode shape sensitivities in symmetric structures
  publication-title: Mech. Syst. Signal Process.
– volume: 218
  start-page: 9759
  year: 2012
  end-page: 9772
  ident: b21
  article-title: Damage assessment of truss structures from changes in natural frequencies using ant colony optimization
  publication-title: Appl. Math. Comput.
– volume: 80
  start-page: 282
  year: 2016
  end-page: 301
  ident: b6
  article-title: Model updating of nonlinear structures from measured FRFs
  publication-title: Mech. Syst. Signal Process.
– volume: 324
  start-page: 1111
  year: 2009
  end-page: 1123
  ident: b2
  article-title: Finite element model updating with damping identification
  publication-title: J. Sound Vib.
– volume: 330
  start-page: 4633
  year: 2011
  end-page: 4645
  ident: b16
  article-title: Direct mode-shape expansion of a spatially incomplete measured mode by a hybrid-vector modification
  publication-title: J. Sound Vib.
– volume: 121
  start-page: 373
  year: 2019
  end-page: 388
  ident: b24
  article-title: Full-field finite element model updating using Zernike moment descriptors for structures exhibiting localized mode shapes
  publication-title: Mech. Syst. Signal Process.
– volume: 8
  start-page: 12
  year: 1973
  ident: b10
  article-title: Measurements of wind-wave growth and swell decay during the joint north sea wave project (JONSWAP)
  publication-title: Deutschen Hydrographischen Zeitschrift Reihe
– volume: 8
  start-page: 12
  year: 1973
  ident: 10.1016/j.apor.2023.103543_b10
  article-title: Measurements of wind-wave growth and swell decay during the joint north sea wave project (JONSWAP)
  publication-title: Deutschen Hydrographischen Zeitschrift Reihe
– volume: 23
  start-page: 580
  issue: 3
  year: 2009
  ident: 10.1016/j.apor.2023.103543_b3
  article-title: On the use of damped updated FE model for dynamic design
  publication-title: Mech. Syst. Signal Process.
  doi: 10.1016/j.ymssp.2008.07.010
– volume: 20
  start-page: 2200
  issue: 8
  year: 2006
  ident: 10.1016/j.apor.2023.103543_b15
  article-title: Model updating of damped structures using FRF data
  publication-title: Mech. Syst. Signal Process.
  doi: 10.1016/j.ymssp.2006.05.008
– volume: 275
  start-page: 931
  issue: 3–5
  year: 2004
  ident: 10.1016/j.apor.2023.103543_b20
  article-title: A two-level neural network approach for dynamic FE model updating including damping
  publication-title: J. Sound Vib.
  doi: 10.1016/S0022-460X(03)00796-X
– volume: 238
  year: 2021
  ident: 10.1016/j.apor.2023.103543_b28
  article-title: Research on damage identification of hull girder based on probabilistic neural network (PNN)
  publication-title: Ocean Eng.
  doi: 10.1016/j.oceaneng.2021.109737
– volume: 542
  year: 2023
  ident: 10.1016/j.apor.2023.103543_b29
  article-title: Vehicle parameter identification based on vehicle frequency response function
  publication-title: J. Sound Vib.
  doi: 10.1016/j.jsv.2022.117375
– volume: 51
  start-page: 133
  issue: 1
  year: 2014
  ident: 10.1016/j.apor.2023.103543_b1
  article-title: Structural damping identification method using normal FRFs
  publication-title: Int. J. Solids Struct.
  doi: 10.1016/j.ijsolstr.2013.09.017
– volume: 218
  start-page: 9759
  issue: 19
  year: 2012
  ident: 10.1016/j.apor.2023.103543_b21
  article-title: Damage assessment of truss structures from changes in natural frequencies using ant colony optimization
  publication-title: Appl. Math. Comput.
– volume: 123
  start-page: 792
  issue: 6
  year: 1997
  ident: 10.1016/j.apor.2023.103543_b26
  article-title: Structural model updating using experimental static measurements
  publication-title: J. Struct. Eng.
  doi: 10.1061/(ASCE)0733-9445(1997)123:6(792)
– volume: 32
  start-page: 232
  year: 2012
  ident: 10.1016/j.apor.2023.103543_b25
  article-title: Normal response function method for mass and stiffness matrix updating using complex FRFs
  publication-title: Mech. Syst. Signal Process.
  doi: 10.1016/j.ymssp.2012.04.019
– volume: 40
  start-page: 883
  issue: 9
  year: 2009
  ident: 10.1016/j.apor.2023.103543_b5
  article-title: A hybrid particle swarm optimization – simplex algorithm (PSOS) for structural damage identification
  publication-title: Adv. Eng. Softw.
  doi: 10.1016/j.advengsoft.2009.01.004
– year: 1995
  ident: 10.1016/j.apor.2023.103543_b9
– volume: 121
  start-page: 373
  year: 2019
  ident: 10.1016/j.apor.2023.103543_b24
  article-title: Full-field finite element model updating using Zernike moment descriptors for structures exhibiting localized mode shapes
  publication-title: Mech. Syst. Signal Process.
  doi: 10.1016/j.ymssp.2018.11.027
– volume: 86
  start-page: 714
  issue: 7–8
  year: 2008
  ident: 10.1016/j.apor.2023.103543_b27
  article-title: FE model updating using artificial boundary conditions with genetic algorithms
  publication-title: Comput. Struct.
  doi: 10.1016/j.compstruc.2007.07.005
– year: 2006
  ident: 10.1016/j.apor.2023.103543_b7
– volume: 167
  start-page: 347
  issue: 2
  year: 1993
  ident: 10.1016/j.apor.2023.103543_b23
  article-title: Model updating in structural dynamics: A survey
  publication-title: J. Sound Vib.
  doi: 10.1006/jsvi.1993.1340
– volume: 89
  start-page: 60
  year: 2016
  ident: 10.1016/j.apor.2023.103543_b19
  article-title: Discrepancy study of modal parameters of a scale jacket-type supporting structure of 3.0-MW offshore wind turbine in water and in air
  publication-title: Renew. Energy
  doi: 10.1016/j.renene.2015.11.078
– volume: 16
  start-page: 2305
  issue: 5
  year: 2014
  ident: 10.1016/j.apor.2023.103543_b12
  article-title: Comparative study of model updating methods using frequency response function data
  publication-title: J. Vibroeng.
– volume: 143
  year: 2020
  ident: 10.1016/j.apor.2023.103543_b4
  article-title: Symmetry properties of natural frequency and mode shape sensitivities in symmetric structures
  publication-title: Mech. Syst. Signal Process.
  doi: 10.1016/j.ymssp.2020.106797
– volume: 324
  start-page: 1111
  issue: 3–5
  year: 2009
  ident: 10.1016/j.apor.2023.103543_b2
  article-title: Finite element model updating with damping identification
  publication-title: J. Sound Vib.
  doi: 10.1016/j.jsv.2009.02.048
– volume: 80
  start-page: 282
  year: 2016
  ident: 10.1016/j.apor.2023.103543_b6
  article-title: Model updating of nonlinear structures from measured FRFs
  publication-title: Mech. Syst. Signal Process.
  doi: 10.1016/j.ymssp.2016.05.001
– volume: 51
  start-page: 2254
  issue: 12
  year: 2008
  ident: 10.1016/j.apor.2023.103543_b14
  article-title: Employing incomplete complex modes for model updating and damage detection of damped structures
  publication-title: Sci. China Ser. E: Technol. Sci.
  doi: 10.1007/s11431-008-0247-x
– volume: 121
  year: 2022
  ident: 10.1016/j.apor.2023.103543_b13
  article-title: A nonmode-shape-based model updating method for offshore structures using extracted components from measured accelerations
  publication-title: Appl. Ocean Res.
  doi: 10.1016/j.apor.2022.103087
– volume: 326
  start-page: 557
  issue: 3–5
  year: 2009
  ident: 10.1016/j.apor.2023.103543_b8
  article-title: Structural model updating using frequency response function and quasi-linear sensitivity equation
  publication-title: J. Sound Vib.
  doi: 10.1016/j.jsv.2009.07.001
– year: 2017
  ident: 10.1016/j.apor.2023.103543_b11
  article-title: Model-updating with experimental frequency response function considering general damping
  publication-title: Adv. Struct. Eng.
– volume: 63
  start-page: 26
  year: 2013
  ident: 10.1016/j.apor.2023.103543_b17
  article-title: A two-step mode shape expansion method for offshore jacket structures with physical meaningful modelling errors
  publication-title: Ocean Eng.
  doi: 10.1016/j.oceaneng.2013.01.030
– volume: 330
  start-page: 4633
  issue: 18–19
  year: 2011
  ident: 10.1016/j.apor.2023.103543_b16
  article-title: Direct mode-shape expansion of a spatially incomplete measured mode by a hybrid-vector modification
  publication-title: J. Sound Vib.
  doi: 10.1016/j.jsv.2011.05.003
– volume: 72
  start-page: 174
  year: 2014
  ident: 10.1016/j.apor.2023.103543_b18
  article-title: Experimental study of improved modal strain energy method for damage localisation in jacket-type offshore wind turbines
  publication-title: Renew. Energy
  doi: 10.1016/j.renene.2014.07.007
– volume: 80
  start-page: 437
  issue: 5–6
  year: 2002
  ident: 10.1016/j.apor.2023.103543_b22
  article-title: Comparative study of model updating methods using simulated experimental data
  publication-title: Comput. Struct.
  doi: 10.1016/S0045-7949(02)00017-2
SSID ssj0012868
Score 2.4157932
Snippet Accurate finite element (FE) models are extremely vital to the analysis of the dynamic characteristics of engineering structures. However, it is challenging...
SourceID crossref
elsevier
SourceType Enrichment Source
Index Database
Publisher
StartPage 103543
SubjectTerms Frequency response function
Improved particle swarm algorithm
Model updating
Normalized acceleration components
Signature assurance criterion
Title A developed model updating method based on extended frequency response functions and its application study of offshore structures
URI https://dx.doi.org/10.1016/j.apor.2023.103543
Volume 135
WOSCitedRecordID wos001054491100001&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: Elsevier SD Freedom Collection Journals 2021
  customDbUrl:
  eissn: 1879-1549
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0012868
  issn: 0141-1187
  databaseCode: AIEXJ
  dateStart: 19950101
  isFulltext: true
  titleUrlDefault: https://www.sciencedirect.com
  providerName: Elsevier
link http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3Pb9MwFLZKxwGQEAwQ45d84BZlapykto8VDA0Og8OQeosc29k6TUnVLtPgxpW_mvdiOwkDTYDEJaqiuon8vvo9P3_ve4S8FkyCV8_LuLIyizMlZKxg2Yu50QpcAs9gYe6aTfCjI7Fcyk-TyfdQC3N5zutaXF3J9X81NdwDY2Pp7F-Yu_9RuAGfwehwBbPD9Y8MvwiFUBBKdn1uonaNNQz1iW8XHaHnMnhKEDLgUbVxjOov0cZxZm2EDs-x5MLxwuis26nSYqDZVNX2tNmgTi0K0bYbz0kMwrY-yAUvqbBwZpQ7QxbQqu2C53Z72g7UoI5fsIT3PWmbPgHkmcOHjfe0w-i3APCvq3H2gqUDy8ql1EJZzcBhclnOJMY-6M5JuZVZcBmjntxPS7eTOvnFDbiMxNm-gj3MPj4WtQVypwd1TV4b2W0JPgv2YthcYH6L7DCeSzElO4v3B8sP_ZkUE11hZf9yvgTLsQWvP-n3Yc4odDl-QO77PQddOKw8JBNb75K7IyXKXXLvIxrIy5c_It8WtAcR7UBEA4ioAxHtQESbmgYQ0R5ENICI9iCiACIKIKIjENEORLSpaAARHUD0mHx-d3D85jD2zTpiDRN3ETOWlHliYQOvuNRM81QxIWyuk5nVrDSZzGBahDWVUbALySvFrIZgVFaGGyPL9AmZ1k1tnxJqUj7LqzLJynIO8T1XaVLpuRBmZnlqTbZHkjC3hfZK9thQ5bwIlMWzAu1RoD0KZ489EvVj1k7H5cZv58FkhY9EXYRZAMJuGPfsH8c9J3eGP8cLMoXJti_JbX15sdpuXnkg_gCSWLOy
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=A+developed+model+updating+method+based+on+extended+frequency+response+functions+and+its+application+study+of+offshore+structures&rft.jtitle=Applied+ocean+research&rft.au=Liu%2C+Fushun&rft.au=Li%2C+Xingguo&rft.au=Song%2C+Hong&rft.au=Liu%2C+Dianzi&rft.date=2023-06-01&rft.pub=Elsevier+Ltd&rft.issn=0141-1187&rft.eissn=1879-1549&rft.volume=135&rft_id=info:doi/10.1016%2Fj.apor.2023.103543&rft.externalDocID=S0141118723000846
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0141-1187&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0141-1187&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0141-1187&client=summon