A novel strategy for the crossarm length optimization of PSSCs based on multi-dimensional global optimization algorithms

•A novel optimization method of determining the optimal crossarm length of PSSC.•The method overcomes the drawbacks in the gradient-based optimization algorithm.•A comparison for the optimal PSSCs with different kinds of variables was performed. Prestressed stayed steel columns (PSSCs) offer a light...

Celý popis

Uloženo v:
Podrobná bibliografie
Vydáno v:Engineering structures Ročník 238; s. 112238
Hlavní autoři: Li, Pengcheng, Wang, Hao
Médium: Journal Article
Jazyk:angličtina
Vydáno: Kidlington Elsevier Ltd 01.07.2021
Elsevier BV
Témata:
ISSN:0141-0296, 1873-7323
On-line přístup:Získat plný text
Tagy: Přidat tag
Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!
Abstract •A novel optimization method of determining the optimal crossarm length of PSSC.•The method overcomes the drawbacks in the gradient-based optimization algorithm.•A comparison for the optimal PSSCs with different kinds of variables was performed. Prestressed stayed steel columns (PSSCs) offer a lightweight alternative for the design of slender compression columns. The stability of compression columns can be significantly enhanced by introducing crossarms. Previous research on this subject has primarily focused on load-carrying capacity estimation or analyses of the influencing factors of PSSCs. Thus, investigations of the design optimization of PSSCs remain scant. This work proposes a novel strategy for crossarm length optimization of PSSCs based on multi-dimensional global optimization algorithms. A multi-population genetic algorithm is introduced in the optimization process. The proposed optimization algorithm was demonstrated to be efficient and accurate in terms of determining the optimal crossarm length of PSSCs.
AbstractList Prestressed stayed steel columns (PSSCs) offer a lightweight alternative for the design of slender compression columns. The stability of compression columns can be significantly enhanced by introducing crossarms. Previous research on this subject has primarily focused on load-carrying capacity estimation or analyses of the influencing factors of PSSCs. Thus, investigations of the design optimization of PSSCs remain scant. This work proposes a novel strategy for crossarm length optimization of PSSCs based on multi-dimensional global optimization algorithms. A multi-population genetic algorithm is introduced in the optimization process. The proposed optimization algorithm was demonstrated to be efficient and accurate in terms of determining the optimal crossarm length of PSSCs.
•A novel optimization method of determining the optimal crossarm length of PSSC.•The method overcomes the drawbacks in the gradient-based optimization algorithm.•A comparison for the optimal PSSCs with different kinds of variables was performed. Prestressed stayed steel columns (PSSCs) offer a lightweight alternative for the design of slender compression columns. The stability of compression columns can be significantly enhanced by introducing crossarms. Previous research on this subject has primarily focused on load-carrying capacity estimation or analyses of the influencing factors of PSSCs. Thus, investigations of the design optimization of PSSCs remain scant. This work proposes a novel strategy for crossarm length optimization of PSSCs based on multi-dimensional global optimization algorithms. A multi-population genetic algorithm is introduced in the optimization process. The proposed optimization algorithm was demonstrated to be efficient and accurate in terms of determining the optimal crossarm length of PSSCs.
ArticleNumber 112238
Author Li, Pengcheng
Wang, Hao
Author_xml – sequence: 1
  givenname: Pengcheng
  surname: Li
  fullname: Li, Pengcheng
  email: lipengcheng@cqu.edu.cn
  organization: School of Civil Engineering, Chongqing University, Chongqing 400045, China
– sequence: 2
  givenname: Hao
  surname: Wang
  fullname: Wang, Hao
  organization: School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, Shandong, China
BookMark eNqNkMtKAzEUhoNUsF6ewYDrqbnMJDMLF6V4A0Ghug6ZzJk2ZWZSk1SsT2-0IuhGVwcO__dzzneIRoMbAKFTSiaUUHG-msCwCNFvTJwwwuiEUsZ4uYfGtJQ8k5zxERoTmtOMsEocoMMQVoQQVpZkjF6neHAv0OHUoCMstrh1HsclYONdCNr3uEv9cYndOtrevulo3YBdix_m81nAtQ7Q4LTpN120WWN7GEJK6A4vOlen8YPT3cJ5G5d9OEb7re4CnHzNI_R0dfk4u8nu7q9vZ9O7zPCcx0wLIakUBjjIUhQl6Iqaqm4ZrQCKSjNR0rqgshWtlMC0zuu8bkguTEGLpmD8CJ3tetfePW8gRLVyG5_uC4oVvCoEYVymlNylPr_20Kq1t732W0WJ-tCsVupbs_rQrHaaE3nxizQ2fj6bhNruH_x0x0OS8GLBq2AsDAYa6yFlG2f_7HgHX5ejnA
CitedBy_id crossref_primary_10_1016_j_tws_2021_107946
crossref_primary_10_1016_j_jcsr_2021_106753
crossref_primary_10_3390_ma15248813
crossref_primary_10_1016_j_engstruct_2022_113902
crossref_primary_10_1016_j_engstruct_2022_113996
crossref_primary_10_3390_buildings14072255
crossref_primary_10_1061_JSENDH_STENG_12921
crossref_primary_10_3390_ma16072920
crossref_primary_10_1016_j_jcsr_2025_109324
crossref_primary_10_3390_su152014821
crossref_primary_10_1016_j_jobe_2023_106427
crossref_primary_10_1016_j_conbuildmat_2021_124141
crossref_primary_10_1016_j_istruc_2023_01_006
crossref_primary_10_1155_2021_7101873
crossref_primary_10_1016_j_jobe_2024_111730
crossref_primary_10_3390_buildings14082485
crossref_primary_10_1016_j_jcsr_2021_107119
crossref_primary_10_1016_j_engstruct_2024_118673
crossref_primary_10_1080_15376494_2022_2042433
crossref_primary_10_3390_buildings13061496
crossref_primary_10_1080_19648189_2022_2028193
crossref_primary_10_3390_sym13071229
crossref_primary_10_1016_j_engstruct_2021_112891
crossref_primary_10_1016_j_jobe_2023_107807
crossref_primary_10_1016_j_tws_2025_113700
crossref_primary_10_3389_fmats_2022_844398
crossref_primary_10_1016_j_tws_2025_113269
crossref_primary_10_1177_13694332221128847
crossref_primary_10_3390_su16145843
crossref_primary_10_1002_ett_4449
crossref_primary_10_1155_2021_9887140
crossref_primary_10_1016_j_compstruc_2024_107576
crossref_primary_10_1063_5_0220758
crossref_primary_10_3390_buildings14092592
Cites_doi 10.1016/j.engstruct.2007.07.012
10.1016/j.jcsr.2012.07.013
10.1080/0305215X.2017.1284833
10.1016/j.tws.2018.07.045
10.1016/j.jcsr.2018.05.020
10.1016/j.engstruct.2015.06.033
10.1016/j.tws.2019.106371
10.4028/www.scientific.net/AMM.193-194.1352
10.1016/j.jobe.2020.102100
10.1061/JSDEAG.0005098
10.1007/BF00175354
10.1016/S0141-0296(01)00026-8
10.1016/j.jcsr.2008.01.011
10.1137/0202009
10.1016/j.jcsr.2016.03.007
10.1016/j.advengsoft.2005.03.007
10.1016/j.engstruct.2018.05.008
10.1016/j.jcsr.2018.10.008
10.1016/j.jcsr.2018.03.037
10.1016/j.acme.2016.04.004
10.1016/j.ijnonlinmec.2016.10.012
10.1016/j.compstruct.2015.09.059
10.1016/j.istruc.2017.09.001
10.1016/j.compstruc.2015.03.014
10.1007/s00158-019-02219-5
10.1016/j.engstruct.2008.09.008
ContentType Journal Article
Copyright 2021 Elsevier Ltd
Copyright Elsevier BV Jul 1, 2021
Copyright_xml – notice: 2021 Elsevier Ltd
– notice: Copyright Elsevier BV Jul 1, 2021
DBID AAYXX
CITATION
7SR
7ST
8BQ
8FD
C1K
FR3
JG9
KR7
SOI
DOI 10.1016/j.engstruct.2021.112238
DatabaseName CrossRef
Engineered Materials Abstracts
Environment Abstracts
METADEX
Technology Research Database
Environmental Sciences and Pollution Management
Engineering Research Database
Materials Research Database
Civil Engineering Abstracts
Environment Abstracts
DatabaseTitle CrossRef
Materials Research Database
Civil Engineering Abstracts
Engineered Materials Abstracts
Technology Research Database
Engineering Research Database
Environment Abstracts
METADEX
Environmental Sciences and Pollution Management
DatabaseTitleList Materials Research Database

DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1873-7323
ExternalDocumentID 10_1016_j_engstruct_2021_112238
S0141029621003886
GroupedDBID --K
--M
-~X
.~1
0R~
1B1
1~.
1~5
4.4
457
4G.
5GY
5VS
7-5
71M
8P~
9JN
AABNK
AACTN
AAEDT
AAEDW
AAIAV
AAIKJ
AAKOC
AALRI
AAOAW
AAQFI
AAXUO
ABFNM
ABJNI
ABMAC
ABQEM
ABQYD
ABYKQ
ACDAQ
ACGFS
ACIWK
ACLVX
ACRLP
ACSBN
ADBBV
ADEZE
ADTZH
AEBSH
AECPX
AEKER
AENEX
AFKWA
AFRAH
AFTJW
AGHFR
AGUBO
AGYEJ
AHHHB
AHJVU
AIEXJ
AIKHN
AITUG
AJOXV
ALMA_UNASSIGNED_HOLDINGS
AMFUW
AMRAJ
ATOGT
AXJTR
BJAXD
BKOJK
BLXMC
CS3
DU5
EBS
EFJIC
EFLBG
EO8
EO9
EP2
EP3
FDB
FIRID
FNPLU
FYGXN
G-Q
GBLVA
IHE
IMUCA
J1W
JJJVA
KOM
LY7
M41
MO0
N9A
O-L
O9-
OAUVE
OZT
P-8
P-9
P2P
PC.
Q38
RNS
ROL
RPZ
SCC
SDF
SDG
SDP
SES
SPC
SPCBC
SSE
SST
SSZ
T5K
TN5
XPP
ZMT
~02
~G-
29G
9DU
AAQXK
AATTM
AAXKI
AAYWO
AAYXX
ABEFU
ABWVN
ABXDB
ACLOT
ACNNM
ACRPL
ACVFH
ADCNI
ADMUD
ADNMO
AEIPS
AEUPX
AFJKZ
AFPUW
AGQPQ
AI.
AIGII
AIIUN
AKBMS
AKRWK
AKYEP
ANKPU
APXCP
ASPBG
AVWKF
AZFZN
CITATION
EFKBS
EJD
FEDTE
FGOYB
G-2
HVGLF
HZ~
R2-
SET
SEW
VH1
WUQ
ZY4
~HD
7SR
7ST
8BQ
8FD
AGCQF
C1K
FR3
JG9
KR7
SOI
ID FETCH-LOGICAL-c343t-a667176ce3e78658ea91c9bf219ee59a2681b517f6f77e2aa4b4bd046c515d523
ISICitedReferencesCount 41
ISICitedReferencesURI http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000649635800005&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN 0141-0296
IngestDate Wed Aug 13 11:20:16 EDT 2025
Tue Nov 18 20:59:35 EST 2025
Sat Nov 29 07:23:20 EST 2025
Fri Feb 23 02:46:05 EST 2024
IsPeerReviewed true
IsScholarly true
Keywords Buckling load
Optimization algorithm
Multi-population genetic algorithm
PSSC
Crossarm length
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c343t-a667176ce3e78658ea91c9bf219ee59a2681b517f6f77e2aa4b4bd046c515d523
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
PQID 2539560237
PQPubID 2045481
ParticipantIDs proquest_journals_2539560237
crossref_primary_10_1016_j_engstruct_2021_112238
crossref_citationtrail_10_1016_j_engstruct_2021_112238
elsevier_sciencedirect_doi_10_1016_j_engstruct_2021_112238
PublicationCentury 2000
PublicationDate 2021-07-01
2021-07-00
20210701
PublicationDateYYYYMMDD 2021-07-01
PublicationDate_xml – month: 07
  year: 2021
  text: 2021-07-01
  day: 01
PublicationDecade 2020
PublicationPlace Kidlington
PublicationPlace_xml – name: Kidlington
PublicationTitle Engineering structures
PublicationYear 2021
Publisher Elsevier Ltd
Elsevier BV
Publisher_xml – name: Elsevier Ltd
– name: Elsevier BV
References Whitley (b0150) 1994; 4
Hasanebi, Azad (b0120) 2015; 154
Osofero, Wadee, Gardner (b0050) 2012; 79
Li, Wadee, Yu, Christie, Wu (b0080) 2016; 122
Holland (b0145) 1973; 2
Machacek, Pichal (b0060) 2018; 132
De Araujo RR, de Andrade SAL, da S Vellasco PCG, da Silva JGS, de Lima LRO. Experimental and numerical assessment of stayed steel columns. J Constr Steel Res 2008; 64: 1020–9.
Wang, Li, Wang (b0005) 2021; 36
Hafez, Temple, Ellis (b0015) 1979; 105
Li, Liang, Yuan, Qiao (b0040) 2018; 148
Saito, Wadee (b0065) 2008; 30
Saito, Wadee (b0105) 2008; 163
Wang, Wu (b0010) 2018; 168
Yu, Wadee (b0025) 2017; 88
Martins JP, Shahbazian A, da S Simões L, et al. Structural behaviour of prestressed stayed columns with single and double cross-arms using normal and high strength steel. Arch Civil Mech Eng 2016; 16: 618–33.
Li, Li, Jia, Wang (b0085) 2020; 34
Azad (b0125) 2016; 55
Wang, Li, Wu (b0140) 2019; 144
Zschemack, Wadee, Völlmecke (b0075) 2016; 136
Liew, Li (b0055) 2006; 6
Chan, Shu, Lv (b0100) 2002; 24
Serra M, Shahbazian A, da S Simões L, Marques L, Rebelo C, da S Vellasco PCG. A full scale experimental study of prestressed stayed columns. Eng Struct 2015; 10: 490–510.
Bai, Chen, Hou (b0095) 2012; 193–194
Li, Liu, Zhang (b0035) 2018; 146
Yu, Wadee (b0110) 2017; 12
Steirteghem, Wilde, Samyn (b0115) 2005; 36
Azad (b0130) 2017; 50
Saito, Wadee (b0030) 2009; 31
Zhou, Guo (b0070) 2019; 153
Azad (b0135) 2019; 60
Azad (10.1016/j.engstruct.2021.112238_b0130) 2017; 50
Yu (10.1016/j.engstruct.2021.112238_b0025) 2017; 88
Li (10.1016/j.engstruct.2021.112238_b0040) 2018; 148
Liew (10.1016/j.engstruct.2021.112238_b0055) 2006; 6
Bai (10.1016/j.engstruct.2021.112238_b0095) 2012; 193–194
10.1016/j.engstruct.2021.112238_b0090
Saito (10.1016/j.engstruct.2021.112238_b0030) 2009; 31
Hafez (10.1016/j.engstruct.2021.112238_b0015) 1979; 105
Zhou (10.1016/j.engstruct.2021.112238_b0070) 2019; 153
Hasanebi (10.1016/j.engstruct.2021.112238_b0120) 2015; 154
Wang (10.1016/j.engstruct.2021.112238_b0005) 2021; 36
Zschemack (10.1016/j.engstruct.2021.112238_b0075) 2016; 136
Whitley (10.1016/j.engstruct.2021.112238_b0150) 1994; 4
Saito (10.1016/j.engstruct.2021.112238_b0105) 2008; 163
Li (10.1016/j.engstruct.2021.112238_b0085) 2020; 34
Chan (10.1016/j.engstruct.2021.112238_b0100) 2002; 24
Li (10.1016/j.engstruct.2021.112238_b0080) 2016; 122
Azad (10.1016/j.engstruct.2021.112238_b0135) 2019; 60
10.1016/j.engstruct.2021.112238_b0045
Yu (10.1016/j.engstruct.2021.112238_b0110) 2017; 12
10.1016/j.engstruct.2021.112238_b0020
Steirteghem (10.1016/j.engstruct.2021.112238_b0115) 2005; 36
Holland (10.1016/j.engstruct.2021.112238_b0145) 1973; 2
Li (10.1016/j.engstruct.2021.112238_b0035) 2018; 146
Machacek (10.1016/j.engstruct.2021.112238_b0060) 2018; 132
Wang (10.1016/j.engstruct.2021.112238_b0140) 2019; 144
Saito (10.1016/j.engstruct.2021.112238_b0065) 2008; 30
Wang (10.1016/j.engstruct.2021.112238_b0010) 2018; 168
Azad (10.1016/j.engstruct.2021.112238_b0125) 2016; 55
Osofero (10.1016/j.engstruct.2021.112238_b0050) 2012; 79
References_xml – volume: 105
  start-page: 359
  year: 1979
  end-page: 375
  ident: b0015
  article-title: Pre-tensioning of single-crossarm stayed columns
  publication-title: J Struct Div
– volume: 88
  start-page: 47
  year: 2017
  end-page: 66
  ident: b0025
  article-title: Mode interaction in triple-bay prestressed stayed column
  publication-title: Int J Non Linear Mech
– volume: 132
  start-page: 58
  year: 2018
  end-page: 68
  ident: b0060
  article-title: Buckling and collapse capacity of prestressed steel tube stayed columns with one and two crossarms
  publication-title: Thin-Wall Struct
– volume: 136
  start-page: 217
  year: 2016
  end-page: 228
  ident: b0075
  article-title: Nonlinear buckling of fibre-reinforced unit cells of lattice materials
  publication-title: Compos Struct
– volume: 60
  start-page: 481
  year: 2019
  end-page: 499
  ident: b0135
  article-title: Monitored convergence curve: a new framework for metaheuristic structural optimization algorithms
  publication-title: Struct Multidiscip Optim
– reference: Serra M, Shahbazian A, da S Simões L, Marques L, Rebelo C, da S Vellasco PCG. A full scale experimental study of prestressed stayed columns. Eng Struct 2015; 10: 490–510.
– volume: 79
  start-page: 226
  year: 2012
  end-page: 241
  ident: b0050
  article-title: Experimental study of critical and post-buckling behaviour of prestressed stayed column
  publication-title: J Constr Steel Res
– volume: 50
  start-page: 89
  year: 2017
  end-page: 105
  ident: b0130
  article-title: Seeding the initial population with feasible solutions in metaheuristic optimization of steel trusses
  publication-title: Eng Optim
– volume: 154
  start-page: 1
  year: 2015
  end-page: 16
  ident: b0120
  article-title: Adaptive dimensional search: A new metaheuristic algorithm for discrete truss sizing optimization
  publication-title: Comput Struct
– volume: 163
  start-page: 343
  year: 2008
  end-page: 355
  ident: b0105
  article-title: Optimal prestressing and configuration of prestressed stayed columns
  publication-title: Proc Inst Civil Eng-Struct Build
– volume: 193–194
  start-page: 1352
  year: 2012
  end-page: 1356
  ident: b0095
  article-title: Study on stability behavior of cable-stayed ultra-high strength steel column with welded I-section
  publication-title: Appl Mech Mater
– volume: 122
  start-page: 274
  year: 2016
  end-page: 291
  ident: b0080
  article-title: Stability of prestressed stayed steel columns with a three branch crossarm system
  publication-title: J Constr Steel Res
– volume: 144
  start-page: 106371
  year: 2019
  ident: b0140
  article-title: Crossarm length optimization and post-buckling analysis of prestressed stayed steel columns
  publication-title: Thin-Wall Struct
– volume: 24
  start-page: 115
  year: 2002
  end-page: 124
  ident: b0100
  article-title: Stability analysis and parametric study of pre-stressed stayed columns
  publication-title: Eng Struct
– volume: 2
  start-page: 88
  year: 1973
  end-page: 105
  ident: b0145
  article-title: Genetic algorithms and the optimal allocation of trials
  publication-title: SIAM J Comput
– volume: 148
  start-page: 189
  year: 2018
  end-page: 197
  ident: b0040
  article-title: Stability of steel columns stiffened by stays and multiple crossarms
  publication-title: J Constr Steel Res
– volume: 30
  start-page: 1224
  year: 2008
  end-page: 1239
  ident: b0065
  article-title: Post-buckling behaviour of prestressed steel stayed columns
  publication-title: Eng Struct
– reference: Martins JP, Shahbazian A, da S Simões L, et al. Structural behaviour of prestressed stayed columns with single and double cross-arms using normal and high strength steel. Arch Civil Mech Eng 2016; 16: 618–33.
– volume: 6
  start-page: 153
  year: 2006
  end-page: 162
  ident: b0055
  article-title: Advanced analysis of pre-tensioned bowstring structures
  publication-title: Int J Steel Struct
– volume: 146
  start-page: 97
  year: 2018
  end-page: 108
  ident: b0035
  article-title: Interactive buckling of cable-stiffened steel columns with pin-connected crossarms
  publication-title: J Constr Steel Res
– volume: 168
  start-page: 576
  year: 2018
  end-page: 588
  ident: b0010
  article-title: Global shape optimization of free-form cable-stiffened latticed shell based on local optimal solutions
  publication-title: Eng Struct
– volume: 153
  start-page: 431
  year: 2019
  end-page: 448
  ident: b0070
  article-title: Design of multiple cross-arm PCS-BRBs considering asymmetric imperfection and initial pre-tensioning force
  publication-title: J Constr Steel Res
– volume: 34
  start-page: 769
  year: 2020
  end-page: 782
  ident: b0085
  article-title: Stability analysis of prestressed stayed steel columns with split-up crossarm systems
  publication-title: Steel Compos Struct
– volume: 4
  start-page: 65
  year: 1994
  end-page: 85
  ident: b0150
  article-title: A genetic algorithm tutorial
  publication-title: Stat Comput
– volume: 36
  start-page: 102100
  year: 2021
  ident: b0005
  article-title: Shape optimization and buckling analysis of novel two-way aluminum alloy latticed shells
  publication-title: J Build Eng
– volume: 31
  start-page: 432
  year: 2009
  end-page: 443
  ident: b0030
  article-title: Numerical studies of interactive buckling in prestressed steel stayed columns
  publication-title: Eng Struct
– reference: De Araujo RR, de Andrade SAL, da S Vellasco PCG, da Silva JGS, de Lima LRO. Experimental and numerical assessment of stayed steel columns. J Constr Steel Res 2008; 64: 1020–9.
– volume: 55
  start-page: 1
  year: 2016
  end-page: 22
  ident: b0125
  article-title: Enhanced hybrid metaheuristic algorithms for optimal sizing of steel truss structures with numerous discrete variables
  publication-title: Struct Multidiscip Optim
– volume: 12
  start-page: 132
  year: 2017
  end-page: 144
  ident: b0110
  article-title: Optimal prestressing of triple-bay prestressed stayed columns
  publication-title: Structures
– volume: 36
  start-page: 614
  year: 2005
  end-page: 625
  ident: b0115
  article-title: Optimum design of stayed columns with split-up cross arm
  publication-title: Adv Eng Softw
– volume: 30
  start-page: 1224
  year: 2008
  ident: 10.1016/j.engstruct.2021.112238_b0065
  article-title: Post-buckling behaviour of prestressed steel stayed columns
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2007.07.012
– volume: 79
  start-page: 226
  year: 2012
  ident: 10.1016/j.engstruct.2021.112238_b0050
  article-title: Experimental study of critical and post-buckling behaviour of prestressed stayed column
  publication-title: J Constr Steel Res
  doi: 10.1016/j.jcsr.2012.07.013
– volume: 50
  start-page: 89
  issue: 1
  year: 2017
  ident: 10.1016/j.engstruct.2021.112238_b0130
  article-title: Seeding the initial population with feasible solutions in metaheuristic optimization of steel trusses
  publication-title: Eng Optim
  doi: 10.1080/0305215X.2017.1284833
– volume: 132
  start-page: 58
  year: 2018
  ident: 10.1016/j.engstruct.2021.112238_b0060
  article-title: Buckling and collapse capacity of prestressed steel tube stayed columns with one and two crossarms
  publication-title: Thin-Wall Struct
  doi: 10.1016/j.tws.2018.07.045
– volume: 34
  start-page: 769
  issue: 5
  year: 2020
  ident: 10.1016/j.engstruct.2021.112238_b0085
  article-title: Stability analysis of prestressed stayed steel columns with split-up crossarm systems
  publication-title: Steel Compos Struct
– volume: 148
  start-page: 189
  year: 2018
  ident: 10.1016/j.engstruct.2021.112238_b0040
  article-title: Stability of steel columns stiffened by stays and multiple crossarms
  publication-title: J Constr Steel Res
  doi: 10.1016/j.jcsr.2018.05.020
– ident: 10.1016/j.engstruct.2021.112238_b0020
  doi: 10.1016/j.engstruct.2015.06.033
– volume: 144
  start-page: 106371
  year: 2019
  ident: 10.1016/j.engstruct.2021.112238_b0140
  article-title: Crossarm length optimization and post-buckling analysis of prestressed stayed steel columns
  publication-title: Thin-Wall Struct
  doi: 10.1016/j.tws.2019.106371
– volume: 193–194
  start-page: 1352
  year: 2012
  ident: 10.1016/j.engstruct.2021.112238_b0095
  article-title: Study on stability behavior of cable-stayed ultra-high strength steel column with welded I-section
  publication-title: Appl Mech Mater
  doi: 10.4028/www.scientific.net/AMM.193-194.1352
– volume: 163
  start-page: 343
  issue: SB5
  year: 2008
  ident: 10.1016/j.engstruct.2021.112238_b0105
  article-title: Optimal prestressing and configuration of prestressed stayed columns
  publication-title: Proc Inst Civil Eng-Struct Build
– volume: 36
  start-page: 102100
  year: 2021
  ident: 10.1016/j.engstruct.2021.112238_b0005
  article-title: Shape optimization and buckling analysis of novel two-way aluminum alloy latticed shells
  publication-title: J Build Eng
  doi: 10.1016/j.jobe.2020.102100
– volume: 105
  start-page: 359
  issue: 2
  year: 1979
  ident: 10.1016/j.engstruct.2021.112238_b0015
  article-title: Pre-tensioning of single-crossarm stayed columns
  publication-title: J Struct Div
  doi: 10.1061/JSDEAG.0005098
– volume: 4
  start-page: 65
  issue: 2
  year: 1994
  ident: 10.1016/j.engstruct.2021.112238_b0150
  article-title: A genetic algorithm tutorial
  publication-title: Stat Comput
  doi: 10.1007/BF00175354
– volume: 24
  start-page: 115
  year: 2002
  ident: 10.1016/j.engstruct.2021.112238_b0100
  article-title: Stability analysis and parametric study of pre-stressed stayed columns
  publication-title: Eng Struct
  doi: 10.1016/S0141-0296(01)00026-8
– ident: 10.1016/j.engstruct.2021.112238_b0045
  doi: 10.1016/j.jcsr.2008.01.011
– volume: 55
  start-page: 1
  issue: 6
  year: 2016
  ident: 10.1016/j.engstruct.2021.112238_b0125
  article-title: Enhanced hybrid metaheuristic algorithms for optimal sizing of steel truss structures with numerous discrete variables
  publication-title: Struct Multidiscip Optim
– volume: 2
  start-page: 88
  issue: 2
  year: 1973
  ident: 10.1016/j.engstruct.2021.112238_b0145
  article-title: Genetic algorithms and the optimal allocation of trials
  publication-title: SIAM J Comput
  doi: 10.1137/0202009
– volume: 122
  start-page: 274
  year: 2016
  ident: 10.1016/j.engstruct.2021.112238_b0080
  article-title: Stability of prestressed stayed steel columns with a three branch crossarm system
  publication-title: J Constr Steel Res
  doi: 10.1016/j.jcsr.2016.03.007
– volume: 36
  start-page: 614
  issue: 9
  year: 2005
  ident: 10.1016/j.engstruct.2021.112238_b0115
  article-title: Optimum design of stayed columns with split-up cross arm
  publication-title: Adv Eng Softw
  doi: 10.1016/j.advengsoft.2005.03.007
– volume: 168
  start-page: 576
  year: 2018
  ident: 10.1016/j.engstruct.2021.112238_b0010
  article-title: Global shape optimization of free-form cable-stiffened latticed shell based on local optimal solutions
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2018.05.008
– volume: 153
  start-page: 431
  year: 2019
  ident: 10.1016/j.engstruct.2021.112238_b0070
  article-title: Design of multiple cross-arm PCS-BRBs considering asymmetric imperfection and initial pre-tensioning force
  publication-title: J Constr Steel Res
  doi: 10.1016/j.jcsr.2018.10.008
– volume: 6
  start-page: 153
  issue: 3
  year: 2006
  ident: 10.1016/j.engstruct.2021.112238_b0055
  article-title: Advanced analysis of pre-tensioned bowstring structures
  publication-title: Int J Steel Struct
– volume: 146
  start-page: 97
  year: 2018
  ident: 10.1016/j.engstruct.2021.112238_b0035
  article-title: Interactive buckling of cable-stiffened steel columns with pin-connected crossarms
  publication-title: J Constr Steel Res
  doi: 10.1016/j.jcsr.2018.03.037
– ident: 10.1016/j.engstruct.2021.112238_b0090
  doi: 10.1016/j.acme.2016.04.004
– volume: 88
  start-page: 47
  year: 2017
  ident: 10.1016/j.engstruct.2021.112238_b0025
  article-title: Mode interaction in triple-bay prestressed stayed column
  publication-title: Int J Non Linear Mech
  doi: 10.1016/j.ijnonlinmec.2016.10.012
– volume: 136
  start-page: 217
  year: 2016
  ident: 10.1016/j.engstruct.2021.112238_b0075
  article-title: Nonlinear buckling of fibre-reinforced unit cells of lattice materials
  publication-title: Compos Struct
  doi: 10.1016/j.compstruct.2015.09.059
– volume: 12
  start-page: 132
  year: 2017
  ident: 10.1016/j.engstruct.2021.112238_b0110
  article-title: Optimal prestressing of triple-bay prestressed stayed columns
  publication-title: Structures
  doi: 10.1016/j.istruc.2017.09.001
– volume: 154
  start-page: 1
  year: 2015
  ident: 10.1016/j.engstruct.2021.112238_b0120
  article-title: Adaptive dimensional search: A new metaheuristic algorithm for discrete truss sizing optimization
  publication-title: Comput Struct
  doi: 10.1016/j.compstruc.2015.03.014
– volume: 60
  start-page: 481
  year: 2019
  ident: 10.1016/j.engstruct.2021.112238_b0135
  article-title: Monitored convergence curve: a new framework for metaheuristic structural optimization algorithms
  publication-title: Struct Multidiscip Optim
  doi: 10.1007/s00158-019-02219-5
– volume: 31
  start-page: 432
  issue: 2
  year: 2009
  ident: 10.1016/j.engstruct.2021.112238_b0030
  article-title: Numerical studies of interactive buckling in prestressed steel stayed columns
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2008.09.008
SSID ssj0002880
Score 2.500328
Snippet •A novel optimization method of determining the optimal crossarm length of PSSC.•The method overcomes the drawbacks in the gradient-based optimization...
Prestressed stayed steel columns (PSSCs) offer a lightweight alternative for the design of slender compression columns. The stability of compression columns...
SourceID proquest
crossref
elsevier
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 112238
SubjectTerms Algorithms
Bearing strength
Buckling load
Carrying capacity
Compression
Crossarm length
Design optimization
Genetic algorithms
Global optimization
Load carrying capacity
Multi-population genetic algorithm
Optimization algorithm
Optimization algorithms
Population genetics
PSSC
Steel columns
Title A novel strategy for the crossarm length optimization of PSSCs based on multi-dimensional global optimization algorithms
URI https://dx.doi.org/10.1016/j.engstruct.2021.112238
https://www.proquest.com/docview/2539560237
Volume 238
WOSCitedRecordID wos000649635800005&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: 1873-7323
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0002880
  issn: 0141-0296
  databaseCode: AIEXJ
  dateStart: 19950101
  isFulltext: true
  titleUrlDefault: https://www.sciencedirect.com
  providerName: Elsevier
link http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3Pb9MwFLbKxgEOiJ_aYCAfEJfK02InccKtmjoNVBWkdVNvlpM4W6cuKW1Xlf-e519pA4PBgUtUuX2p1e_r8_PLe58Reh8UPMryTBIgkCQhLwqS5QUjMcQiGZOZTIyk0MWAD4fJeJx-7XRufS_MasqrKlmv09l_hRrGAGzdOvsPcDc3hQF4DaDDFWCH618B3-tW9UqZLhCtAvG9KSQ0C6Kc33T14SnLq24N3uLGtWGaUrizs-NFVy9rhX6EYEoNSaHV_61yhxcPadnJ6WU9nyyvnOi5z_FvVA67VqH2dr4pVhxMbGVwdQmMcSunyelbv3Mq6-1cBA2aulWXIGuaZC5aKUv4HE2d4LV1swlnhDPbaez9MLUyL86TBnf6d5tquD6EydnZH-pp6D4ob91S1B5-ESfng4EY9cejD7NvRB82ph_Ku5NXHqBdyqMUnOFu71N__LlZwmlijtxrpt4qDLzzu38X1vy0wJuoZfQUPXHbDdyzNHmGOqp6jh5vwfMCrXvYEAZ7wmAgDAbCYE8YbAmDt4HHdYkNYbAhDIaRXwiDLWHadhvCvETnJ_3R8Slx53GQnIVsSWQcw-Y_zhVTPIHIVck0yNOshEVPqSiVNIY9UBTwMi45V1TKMAuz4iiMcwiai4iyV2inqiu1h3BZlGEacgnbkSyMJEvBvkyTgDOp5ZLKfRT7n1PkTqxen5kyFb4q8Vo0OAiNg7A47KOjxnBm9VruN_no8RIu7LThpADW3W984BEWzgksBI2YTjtQxl__-e036NHmb3SAduD26i16mK-Wk8X8nWPlDw3mtDE
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+novel+strategy+for+the+crossarm+length+optimization+of+PSSCs+based+on+multi-dimensional+global+optimization+algorithms&rft.jtitle=Engineering+structures&rft.au=Li%2C+Pengcheng&rft.au=Wang%2C+Hao&rft.date=2021-07-01&rft.pub=Elsevier+BV&rft.issn=0141-0296&rft.eissn=1873-7323&rft.volume=238&rft.spage=1&rft_id=info:doi/10.1016%2Fj.engstruct.2021.112238&rft.externalDBID=NO_FULL_TEXT
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0141-0296&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0141-0296&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0141-0296&client=summon