Concurrent design of the free damping structure for minimizing the frequency response in a broad frequency band

This article develops a multiscale topology optimization model for the free damping structure to optimize the microstructure of the damping material and its macro layout. The objective is to minimize structural response in a broad frequency gap subject to volume constraints on both macro and micro l...

Full description

Saved in:
Bibliographic Details
Published inEngineering optimization Vol. 54; no. 8; pp. 1273 - 1288
Main Authors Ding, Haoqing, Xu, Bin, Duan, Zunyi, Zhao, Yonghui
Format Journal Article
LanguageEnglish
Published Abingdon Taylor & Francis 03.08.2022
Taylor & Francis Ltd
Subjects
Online AccessGet full text
ISSN0305-215X
1026-745X
1029-0273
1029-0273
DOI10.1080/0305215X.2021.1921170

Cover

Abstract This article develops a multiscale topology optimization model for the free damping structure to optimize the microstructure of the damping material and its macro layout. The objective is to minimize structural response in a broad frequency gap subject to volume constraints on both macro and micro levels. To overcome the convergence difficulty caused by the sharp jumping of the harmonic response around structural eigenfrequencies and maintain high-precision integral, the Gauss Legendre integration method is adopted to calculate the integration of objective function. Based on the density-based method, the sensitivity analysis of the objective function and the constraint is deduced. The mode acceleration method is used to reduce computational cost and a modified threshold Heaviside projection method is used to obtain the clear black-and-white designs. Several numerical examples are investigated to demonstrate the validity of the proposed model.
AbstractList This article develops a multiscale topology optimization model for the free damping structure to optimize the microstructure of the damping material and its macro layout. The objective is to minimize structural response in a broad frequency gap subject to volume constraints on both macro and micro levels. To overcome the convergence difficulty caused by the sharp jumping of the harmonic response around structural eigenfrequencies and maintain high-precision integral, the Gauss Legendre integration method is adopted to calculate the integration of objective function. Based on the density-based method, the sensitivity analysis of the objective function and the constraint is deduced. The mode acceleration method is used to reduce computational cost and a modified threshold Heaviside projection method is used to obtain the clear black-and-white designs. Several numerical examples are investigated to demonstrate the validity of the proposed model.
Author Xu, Bin
Ding, Haoqing
Zhao, Yonghui
Duan, Zunyi
Author_xml – sequence: 1
  givenname: Haoqing
  orcidid: 0000-0003-0075-5449
  surname: Ding
  fullname: Ding, Haoqing
  organization: Northwestern Polytechnical University
– sequence: 2
  givenname: Bin
  surname: Xu
  fullname: Xu, Bin
  email: xubin@nwpu.edu.cn
  organization: Northwestern Polytechnical University
– sequence: 3
  givenname: Zunyi
  surname: Duan
  fullname: Duan, Zunyi
  organization: Northwestern Polytechnical University
– sequence: 4
  givenname: Yonghui
  surname: Zhao
  fullname: Zhao, Yonghui
  organization: Northwestern Polytechnical University
BookMark eNp9kU2LFDEQhoOs4OzqTxACnnusJN3T3XhRBr9gwYvC3kJNPtYs3UlbSbOOv95uZg4yoqeCquetennrml3FFB1jLwVsBXTwGhQ0UjR3WwlSbEUvhWjhCdsIkH0FslVXbLMy1Qo9Y9c5PwAIBdBtWNqnaGYiFwu3Lof7yJPn5bvjnpzjFscpxHueC82mzLS0E_ExxDCGX-vgTP6YXTRHTi5PKWbHQ-TID5TQ_jE9YLTP2VOPQ3YvzvWGffvw_uv-U3X75ePn_bvbyqiuKdWhBWulQpTOe1N3sm59bS0awB5ED75TdS2cUTvX7CwYD86igrpVaFVvrbphu9PeOU54fMRh0BOFEemoBeg1Nn2O7adeY9Pn2Bbhq5NworT4zkU_pJni4lXLXS8WRkK9UG9OlKGUMzmvTShYQoqFMAyXN-4ubzQX6n94-0v39qQLcXnDiI-JBqsLHodEnjCakLX6_4rf6ZGnAg
CitedBy_id crossref_primary_10_1007_s00158_023_03652_3
crossref_primary_10_1080_0305215X_2024_2443758
crossref_primary_10_1080_0305215X_2024_2303595
crossref_primary_10_1016_j_engstruct_2024_118014
crossref_primary_10_1007_s11081_024_09950_z
crossref_primary_10_1007_s00158_022_03197_x
Cites_doi 10.1016/S0022-460X(03)00106-8
10.1016/j.ijmecsci.2017.05.027
10.1007/s00158-015-1326-9
10.1007/s00158-014-1218-4
10.1115/1.3269427
10.1007/s00158-013-1018-2
10.1007/s00158-019-02471-9
10.1080/0305215X.2013.832235
10.1016/j.finel.2017.12.003
10.1016/j.cma.2020.113307
10.1007/s00158-011-0746-4
10.1006/jsvi.1998.1876
10.1016/j.jsv.2015.08.019
10.1016/j.jmps.2013.09.007
10.1007/s00158-019-02457-7
10.1016/S0022-460X(88)80109-3
10.1007/s00158-018-1898-2
10.1016/S0020-7683(99)00181-X
10.1016/j.cma.2014.10.007
10.1137/S1052623499362822
10.1016/j.compstruct.2019.01.059
10.1155/2011/830793
10.1007/s00158-015-1328-7
10.1121/1.1912112
10.1115/1.2930434
10.1016/j.finel.2012.09.004
10.1016/j.ijsolstr.2018.04.022
10.1016/j.cma.2019.01.004
10.1016/j.cam.2009.08.073
10.1016/j.jsv.2015.11.045
ContentType Journal Article
Copyright 2021 Informa UK Limited, trading as Taylor & Francis Group 2021
2021 Informa UK Limited, trading as Taylor & Francis Group
Copyright_xml – notice: 2021 Informa UK Limited, trading as Taylor & Francis Group 2021
– notice: 2021 Informa UK Limited, trading as Taylor & Francis Group
DBID AAYXX
CITATION
7SC
7TB
8FD
FR3
JQ2
KR7
L7M
L~C
L~D
ADTOC
UNPAY
DOI 10.1080/0305215X.2021.1921170
DatabaseName CrossRef
Computer and Information Systems Abstracts
Mechanical & Transportation Engineering 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
Unpaywall for CDI: Periodical Content
Unpaywall
DatabaseTitle CrossRef
Civil Engineering Abstracts
Technology Research Database
Computer and Information Systems Abstracts – Academic
Mechanical & Transportation Engineering Abstracts
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
Database_xml – sequence: 1
  dbid: UNPAY
  name: Unpaywall
  url: https://proxy.k.utb.cz/login?url=https://unpaywall.org/
  sourceTypes: Open Access Repository
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1029-0273
EndPage 1288
ExternalDocumentID oai:figshare.com:article/14626969
10_1080_0305215X_2021_1921170
1921170
Genre Research Article
GroupedDBID -~X
.7F
.QJ
0BK
0R~
29G
2DF
30N
4.4
5GY
5VS
AAENE
AAGDL
AAHIA
AAJMT
AALDU
AAMIU
AAPUL
AAQRR
ABCCY
ABFIM
ABHAV
ABJNI
ABLIJ
ABPAQ
ABPEM
ABTAI
ABXUL
ABXYU
ACGEJ
ACGFS
ACGOD
ACIWK
ACTIO
ADCVX
ADGTB
ADXPE
AEISY
AENEX
AEOZL
AEPSL
AEYOC
AFKVX
AFRVT
AGDLA
AGMYJ
AHDZW
AIJEM
AIYEW
AJWEG
AKBVH
AKOOK
ALMA_UNASSIGNED_HOLDINGS
ALQZU
AQRUH
AQTUD
AVBZW
AWYRJ
BLEHA
CCCUG
CE4
CS3
DGEBU
DKSSO
EBS
E~A
E~B
GTTXZ
H13
HF~
HZ~
H~P
IPNFZ
J.P
KYCEM
LJTGL
M4Z
NA5
NX~
O9-
P2P
PQQKQ
RIG
RNANH
ROSJB
RTWRZ
S-T
SNACF
TASJS
TBQAZ
TDBHL
TEN
TFL
TFT
TFW
TN5
TNC
TTHFI
TUROJ
TWF
UT5
UU3
ZGOLN
~S~
AAYXX
CITATION
7SC
7TB
8FD
FR3
JQ2
KR7
L7M
L~C
L~D
07I
1TA
4B5
AAYLN
ACTTO
ADTOC
ADUMR
ADXEU
AEHZU
AEZBV
AFBWG
AFFNX
AFION
AGBKS
AGBLW
AGVKY
AGWUF
AGYFW
AKHJE
AKMBP
ALRRR
ALXIB
ARCSS
BGSSV
BWMZZ
C0-
C5H
CAG
COF
CYRSC
DAOYK
DEXXA
EJD
FETWF
IFELN
L8C
NUSFT
OPCYK
TAJZE
TAP
UB6
UNPAY
ID FETCH-LOGICAL-c385t-b70dd23aa2effc48247f4ddac0a90190f83441ec36e56d0cf0eda30473ad39dd3
IEDL.DBID UNPAY
ISSN 0305-215X
1026-745X
1029-0273
IngestDate Sun Oct 26 03:51:51 EDT 2025
Wed Aug 13 05:58:06 EDT 2025
Wed Oct 01 04:49:55 EDT 2025
Thu Apr 24 22:57:49 EDT 2025
Mon Oct 20 23:46:52 EDT 2025
IsDoiOpenAccess false
IsOpenAccess true
IsPeerReviewed true
IsScholarly true
Issue 8
Language English
License cc-by
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c385t-b70dd23aa2effc48247f4ddac0a90190f83441ec36e56d0cf0eda30473ad39dd3
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
ORCID 0000-0003-0075-5449
OpenAccessLink https://proxy.k.utb.cz/login?url=https://figshare.com/articles/journal_contribution/Concurrent_design_of_the_free_damping_structure_for_minimizing_the_frequency_response_in_a_broad_frequency_band/14626969
PQID 2691117204
PQPubID 53195
PageCount 16
ParticipantIDs crossref_citationtrail_10_1080_0305215X_2021_1921170
unpaywall_primary_10_1080_0305215x_2021_1921170
crossref_primary_10_1080_0305215X_2021_1921170
proquest_journals_2691117204
informaworld_taylorfrancis_310_1080_0305215X_2021_1921170
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2022-08-03
PublicationDateYYYYMMDD 2022-08-03
PublicationDate_xml – month: 08
  year: 2022
  text: 2022-08-03
  day: 03
PublicationDecade 2020
PublicationPlace Abingdon
PublicationPlace_xml – name: Abingdon
PublicationTitle Engineering optimization
PublicationYear 2022
Publisher Taylor & Francis
Taylor & Francis Ltd
Publisher_xml – name: Taylor & Francis
– name: Taylor & Francis Ltd
References Xu B. (CIT0021) 2013; 64
Yi Y. M. (CIT0023) 2000; 37
CIT0030
CIT0031
CIT0012
Lall A. K. (CIT0011) 1987; 109
Bendsøe M. P. (CIT0004) 2003
CIT0014
CIT0013
CIT0016
CIT0015
CIT0018
CIT0019
Huang X. (CIT0008) 2015; 283
Giraldo–Londoño O. (CIT0007) 2020; 372
CIT0020
CIT0022
Kung S. W. (CIT0010) 1999; 219
Shen I. Y. (CIT0017) 1994; 116
Andreassen E. (CIT0002) 2014; 49
Andreasen C. S. (CIT0001) 2014; 63
Delissen A. (CIT0005) 2020; 61
CIT0003
CIT0025
CIT0024
CIT0027
CIT0026
CIT0029
CIT0006
CIT0028
CIT0009
References_xml – ident: CIT0016
  doi: 10.1016/S0022-460X(03)00106-8
– ident: CIT0020
  doi: 10.1016/j.ijmecsci.2017.05.027
– ident: CIT0003
  doi: 10.1007/s00158-015-1326-9
– ident: CIT0014
  doi: 10.1007/s00158-014-1218-4
– volume: 109
  start-page: 241
  issue: 3
  year: 1987
  ident: CIT0011
  publication-title: Journal of Vibration and Acoustics
  doi: 10.1115/1.3269427
– volume: 49
  start-page: 695
  year: 2014
  ident: CIT0002
  publication-title: Structural and Multidisciplinary Optimization
  doi: 10.1007/s00158-013-1018-2
– volume: 61
  start-page: 2557
  year: 2020
  ident: CIT0005
  publication-title: Structural and Multidisciplinary Optimization
  doi: 10.1007/s00158-019-02471-9
– ident: CIT0006
  doi: 10.1080/0305215X.2013.832235
– ident: CIT0025
  doi: 10.1016/j.finel.2017.12.003
– volume: 372
  start-page: 113307
  year: 2020
  ident: CIT0007
  publication-title: Computer Methods in Applied Mechanics and Engineering
  doi: 10.1016/j.cma.2020.113307
– ident: CIT0009
  doi: 10.1007/s00158-011-0746-4
– volume: 219
  start-page: 785
  year: 1999
  ident: CIT0010
  publication-title: Journal of Sound and Vibration
  doi: 10.1006/jsvi.1998.1876
– ident: CIT0022
  doi: 10.1016/j.jsv.2015.08.019
– volume: 63
  start-page: 228
  year: 2014
  ident: CIT0001
  publication-title: Journal of the Mechanics and Physics of Solids
  doi: 10.1016/j.jmps.2013.09.007
– ident: CIT0030
  doi: 10.1007/s00158-019-02457-7
– ident: CIT0012
  doi: 10.1016/S0022-460X(88)80109-3
– ident: CIT0028
  doi: 10.1007/s00158-018-1898-2
– volume: 37
  start-page: 4791
  year: 2000
  ident: CIT0023
  publication-title: International Journal of Solids and Structures
  doi: 10.1016/S0020-7683(99)00181-X
– volume: 283
  start-page: 503
  year: 2015
  ident: CIT0008
  publication-title: Computer Methods in Applied Mechanics and Engineering
  doi: 10.1016/j.cma.2014.10.007
– ident: CIT0018
  doi: 10.1137/S1052623499362822
– ident: CIT0026
  doi: 10.1016/j.compstruct.2019.01.059
– ident: CIT0013
  doi: 10.1155/2011/830793
– ident: CIT0027
  doi: 10.1007/s00158-015-1328-7
– ident: CIT0015
  doi: 10.1121/1.1912112
– volume: 116
  start-page: 341
  issue: 3
  year: 1994
  ident: CIT0017
  publication-title: Journal of Vibration and Acoustics
  doi: 10.1115/1.2930434
– volume: 64
  start-page: 1
  year: 2013
  ident: CIT0021
  publication-title: Finite Elements in Analysis and Design
  doi: 10.1016/j.finel.2012.09.004
– ident: CIT0024
  doi: 10.1016/j.ijsolstr.2018.04.022
– ident: CIT0029
  doi: 10.1016/j.cma.2019.01.004
– volume-title: Topology Optimization: Theory, Methods and Applications
  year: 2003
  ident: CIT0004
– ident: CIT0031
  doi: 10.1016/j.cam.2009.08.073
– ident: CIT0019
  doi: 10.1016/j.jsv.2015.11.045
SSID ssj0013008
Score 2.3479936
Snippet This article develops a multiscale topology optimization model for the free damping structure to optimize the microstructure of the damping material and its...
SourceID unpaywall
proquest
crossref
informaworld
SourceType Open Access Repository
Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 1273
SubjectTerms Damping
Frequency response
frequency response minimization
Harmonic response
Mode acceleration
mode reduction method
multi-scale design
Optimization models
periodic microstructure
Resonant frequencies
Sensitivity analysis
Structural response
Topology optimization
Title Concurrent design of the free damping structure for minimizing the frequency response in a broad frequency band
URI https://www.tandfonline.com/doi/abs/10.1080/0305215X.2021.1921170
https://www.proquest.com/docview/2691117204
https://figshare.com/articles/journal_contribution/Concurrent_design_of_the_free_damping_structure_for_minimizing_the_frequency_response_in_a_broad_frequency_band/14626969
UnpaywallVersion submittedVersion
Volume 54
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
journalDatabaseRights – providerCode: PRVLSH
  databaseName: aylor and Francis Online
  customDbUrl:
  mediaType: online
  eissn: 1029-0273
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0013008
  issn: 1029-0273
  databaseCode: AHDZW
  dateStart: 19970501
  isFulltext: true
  providerName: Library Specific Holdings
– providerCode: PRVAWR
  databaseName: Taylor & Francis Science and Technology Library-DRAA
  customDbUrl:
  eissn: 1029-0273
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0013008
  issn: 1029-0273
  databaseCode: 30N
  dateStart: 19970101
  isFulltext: true
  titleUrlDefault: http://www.tandfonline.com/page/title-lists
  providerName: Taylor & Francis
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMw1V1Nb9MwGLZGe4Ad-EYrbJMPXNMm_kibYzWYqh0mDlQULtYbf0BFl0xZK7b9Jf4KPwo7trsUCU0cuUWxnTxyHsev7fd9XoTeEknALpTzhBv7C2RajpMCQCZET6SaKKa5btU-z_PZnJ0t-GIP_YyxMGb59eobNH4jKfqGjUK_itZ9O-SBGp3UlfQaRkK13g6iNsJaTcI0WgsFFy7gSHgZ1k1jb9eNcHodF8tbVxBqtv7KN6LxHqlaLCsBomxqUJ3S0q7qR_afQvIiLx6gfs6t4d9D_fn5h-lnf07BEzt5LtqzVZInYxavC3dKSmPskFP1pi5ell_btSnJhk6OLHOZkjuz4o5m6o7l-3BTXcLND1itOpPg6RP0K3af9335Ptysy6G8_UNZ8j_p36focTDG8dQDfIb2dPUc7XckGl-g-g4f9vhwbbB9K3b4cMCHt_iwxYfv8MWaHgGO-PCywoBbfJ1Sh-8lmp--_3gyS0KSikTSCV8n5ThVilAAoo2RbELY2DClQKZQuDh94xKZZFrSXPNcpdKkWoE766SgaKEUfYV6VV3pA4SVySDTKtUsZUyWHAqjpQYGOrWjhvABYpEkQgYFd5dIZCWyKPTqubUQjlsicGuAhttml17C5L4GRZeBYt3uHRmf6EXQe9oeRrqKwKorYT-rnVJdOqQBGm0p_Dcw1zsPfP3PLd6gR8TFqDi_HnqIepYA-shajuvyGPWns3dfPh2HkfsbcSZ7PA
linkProvider Unpaywall
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LT9wwELYqeqAcoA9QF2jrQ69ZHNvJbo4IgRZK9wTS3qyJPZYQS4LSXfH49XjyoFkkxIFrnLFiZ-yZsb_5hrHf0koIgXIaJT5sgRrtKMoAbCRxbN3YaUywZvucppNLfTZLZr1cGIJVUgztG6KIeq-mxU2H0R0k7oCUNJiqWQjvZDwkRq94FML2j0lw9qmKgRLT_zcJoq5KRyIRyXRZPK91s2KfVthLV3zQ9WVxCw93MJ_3zNHJFrPdQBoUyvVwuciH9vEFx-P7RvqZbbbeKj9s1OsL-4DFV7bR4zD8xsqjsrANyRN3NRyEl54Ht5L7CpE7uKGMLN7w1C6r8LisOBGa3Fw9UkP7Zg3ofuBVA9lFflVw4HlVguu15mEg2-zy5PjiaBK1VRwiq8bJIspHwjmpACR6b_VY6pHXzoEVkFEiu6dKHzFalWKSOmG9QAd0GajAqcw5tcPWirLA74w7H0OMTqAWWts8gcyjRdCAIqiVTAZMd__O2JbinCptzE3cMaG282loPk07nwM2fBa7bTg-3hLI-ophFvXhim8qoRj1hux-p0Wm3S7-GZmSzaF6QQN28KxZr33M_UqHu-_4mF9sfXLx99ycn07_7LFPklI7CA6j9tlaUAv8ERyuRf6zXlFPlmcc2w
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LT9wwELYQlWh7KPSlbkupD1yzOI6T3RwryopHteoBJG7WxDOWUJdkFXbVwq-vJw_YrYQ4cI0zlu2MPTPxN98Isa-dhhAoZ1HqwxFoyI2iHMBFmsYOx2gopYbtc5odX5jTy7RHE950sEqOoX1LFNGc1by55-h7RNwB62iwVJchutPxkAm94lGI2l9kfCvGWRxq-nCRoJqidCwSsUyfxPNYN2vmaY28dM0Ffbks53D7B2azFWs02RZFP48WhPJ7uFwUQ3f3H8Xjsya6I950vqr83irXW7FB5TvxeoXB8L2oDqvStRRPEhswiKy8DE6l9DWRRLjmfCzZstQu6_C4qiXTmVxf3XFD92YD576VdQvYJXlVSpBFXQGutBZhHh_ExeTo_PA46mo4RC4Zp4uoGClEnQBo8t6ZsTYjbxDBKcg5jd1znY-YXJJRmqFyXhECXwUmgEmOmHwUm2VV0ich0ccQEyoyyhhXpJB7cgQGSAWl0ulAmP7TWdcRnHOdjZmNex7Ubj0tr6ft1nMghvdi85bh4ymBfFUv7KL5teLbOig2eUJ2t1ci2x0WN1ZnbHG4WtBAHNwr1mOD-bvW4ednDOab2Pr1Y2J_nkzPvohXmvM6GAuT7IrNoBX0NXhbi2Kv2U__APSLG38
linkToUnpaywall http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMw1V3LbtQwFLXKdAEseCMGCvKCbWYSPzKTZVVRVSwqFow0rK5u_IARbVKlM6LtL_ErfBR2bE8zSKhiyS6K7eTIOY6v7XvPJeQ9UwzdQrnMpHW_QGHULKsQVcbMXOm5FkaaXu3ztDxZiI9LudwjP1MsjF19vfyGXdhISr5h09iv0LtvxzxQ06O2UUHDCHTv7QCtBWc1ge2MAY3nPuAIggzrpnO32w68Xsf56sYXxJq9v_I1dMEj1cCqAYS6a1EPSmu3qp-6fworq7K6R_ZL6Qz_EdlfnH46_BLOKWTmJs9lf7bKymwm0nXlT0l5ih3yqt7cx8vKK7c2ZcXEy5EVPlPyYFbc0UzdsXzvb5oLvP6BZ2eDSfD4MfmVui_4vnyfbNb1RN38oSz5n_TvE_IoGuP0MAB8SvZM84w8HEg0PiftLT4a8NHWUvdW6vHRiI9u8VGHj97iSzUDAprw0VVDkfb4BqUe3wuyOP7w-egki0kqMsXncp3Vs1xrxhGZsVaJORMzK7RGlWPl4_StT2RSGMVLI0udK5sbjf6sk6Pmldb8JRk1bWNeEaptgYXRuRG5EKqWWFmjDAo0uRs1TI6JSCQBFRXcfSKRMyiS0Gvg1hI8tyBya0wm22YXQcLkrgbVkIGw7veObEj0AvyOtgeJrhBZdQnus7op1adDGpPplsJ_A3O188DX_9ziDXnAfIyK9-vhB2TkCGDeOstxXb-LI_Y3n0B5mw
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=Concurrent+design+of+the+free+damping+structure+for+minimizing+the+frequency+response+in+a+broad+frequency+band&rft.jtitle=Engineering+optimization&rft.au=Ding%2C+Haoqing&rft.au=Xu%2C+Bin&rft.au=Duan%2C+Zunyi&rft.au=Zhao%2C+Yonghui&rft.date=2022-08-03&rft.pub=Taylor+%26+Francis&rft.issn=0305-215X&rft.eissn=1029-0273&rft.volume=54&rft.issue=8&rft.spage=1273&rft.epage=1288&rft_id=info:doi/10.1080%2F0305215X.2021.1921170&rft.externalDocID=1921170
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0305-215X&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0305-215X&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0305-215X&client=summon