Multiobjective Optimization Criteria for Linear Structures Subject to Random Vibrations

A structural optimization criterion for linear mechanical systems subject to random vibrations is presented for supporting engineer's design. It is based on a multiobjective approach whose Objective Function (OF) vector is done by stochastic reliability performance and structural cost indices....

Full description

Saved in:
Bibliographic Details
Published inThe open civil engineering journal Vol. 2; no. 1; pp. 75 - 87
Main Author Marano, Giuseppe Carlo
Format Journal Article
LanguageEnglish
Published 24.07.2008
Subjects
Online AccessGet full text
ISSN1874-1495
1874-1495
DOI10.2174/1874149500802010075

Cover

Abstract A structural optimization criterion for linear mechanical systems subject to random vibrations is presented for supporting engineer's design. It is based on a multiobjective approach whose Objective Function (OF) vector is done by stochastic reliability performance and structural cost indices. The first ones are structural reliabilities, and are evaluated for one or more failure types; they are related to designer's required performances defined in the pre-design phase. The second OF vector indices concerned cost or similar deterministic measures. The reliability based performance criteria here proposed is properly able to take into account the design required performances and so it is an efficient support for structural engineering decision making. The proposed criteria is different from other used conventional optimum design for random vibrating structure, that are based on minimizing displacement or on acceleration variance of main structure responses, but are not able to consider explicitly the required performances against structural failure. As example of proposed criteria, the multiobjective optimum design of a Tuned Mass Damper (TMD) has been developed, for a typical seismic design problem; it deals with control of structural vibrations induced on a multi-storey building structure excited by non stationary base acceleration random process. A numerical application of this specific problem has been done with reference to a three storey building, and a sensitivity analysis is carried out. Its results are shown in a useful manner for TMD design decision support.
AbstractList A structural optimization criterion for linear mechanical systems subject to random vibrations is presented for supporting engineer's design. It is based on a multiobjective approach whose Objective Function (OF) vector is done by stochastic reliability performance and structural cost indices. The first ones are structural reliabilities, and are evaluated for one or more failure types; they are related to designer's required performances defined in the pre-design phase. The second OF vector indices concerned cost or similar deterministic measures. The reliability based performance criteria here proposed is properly able to take into account the design required performances and so it is an efficient support for structural engineering decision making. The proposed criteria is different from other used conventional optimum design for random vibrating structure, that are based on minimizing displacement or on acceleration variance of main structure responses, but are not able to consider explicitly the required performances against structural failure. As example of proposed criteria, the multiobjective optimum design of a Tuned Mass Damper (TMD) has been developed, for a typical seismic design problem; it deals with control of structural vibrations induced on a multi-storey building structure excited by non stationary base acceleration random process. A numerical application of this specific problem has been done with reference to a three storey building, and a sensitivity analysis is carried out. Its results are shown in a useful manner for TMD design decision support.
Author Marano, Giuseppe Carlo
Author_xml – sequence: 1
  givenname: Giuseppe Carlo
  surname: Marano
  fullname: Marano, Giuseppe Carlo
BookMark eNp9kEtLAzEUhYNUsK3-AjfZuRq9mUwm06UUX1ApWB_LIYk3kDIzqUlG0F_vtHUhIq7u4XC-C-dMyKjzHRJyyuA8Z7K4YJUsWDETABXkwACkOCDjrZtt7dEPfUQmMa4BSl7l5Zi83PdNcl6v0ST3jnS5Sa51n2rwOjoPLmFwilof6MJ1qAJdpdCb1AeMdNXvMJo8fVDdq2_ps9Nhh8ZjcmhVE_Hk-07J0_XV4_w2Wyxv7uaXi8wwyURWSFsYVliprLGASuRlmUshjAGrucYqt1pxXbECgeeV1lZrLYXhQrJKIedTcrb_uwn-rceY6tZFg02jOvR9rGdDTwEcxJDk-6QJPsaAtt4E16rwUTOotyvWf6w4ULNflHFpVzEF5Zp_2S9an3mB
CitedBy_id crossref_primary_10_1080_15732479_2019_1585461
crossref_primary_10_1016_j_soildyn_2013_07_013
ContentType Journal Article
DBID AAYXX
CITATION
7SM
8FD
FR3
KR7
DOI 10.2174/1874149500802010075
DatabaseName CrossRef
Earthquake Engineering Abstracts
Technology Research Database
Engineering Research Database
Civil Engineering Abstracts
DatabaseTitle CrossRef
Earthquake Engineering Abstracts
Civil Engineering Abstracts
Engineering Research Database
Technology Research Database
DatabaseTitleList Earthquake Engineering Abstracts
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1874-1495
EndPage 87
ExternalDocumentID 10_2174_1874149500802010075
GroupedDBID 123
29N
2WC
5VS
AAYXX
ALMA_UNASSIGNED_HOLDINGS
C1A
CITATION
CS3
E3Z
EBS
EJD
JBO
KQ8
M~E
OK1
OVT
RNS
7SM
8FD
FR3
KR7
ID FETCH-LOGICAL-c1715-47f4c14f7afcf0ea52662755cc0fb3be82fba3b814e0328bbfbbb75c35718ae33
ISSN 1874-1495
IngestDate Fri Jul 11 07:33:34 EDT 2025
Tue Jul 01 04:15:51 EDT 2025
Thu Apr 24 22:58:54 EDT 2025
IsDoiOpenAccess false
IsOpenAccess true
IsPeerReviewed true
IsScholarly true
Issue 1
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c1715-47f4c14f7afcf0ea52662755cc0fb3be82fba3b814e0328bbfbbb75c35718ae33
Notes ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
OpenAccessLink http://benthamopen.com/contents/pdf/TOCIEJ/TOCIEJ-2-75.pdf
PQID 963850305
PQPubID 23500
PageCount 13
ParticipantIDs proquest_miscellaneous_963850305
crossref_primary_10_2174_1874149500802010075
crossref_citationtrail_10_2174_1874149500802010075
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2008-07-24
PublicationDateYYYYMMDD 2008-07-24
PublicationDate_xml – month: 07
  year: 2008
  text: 2008-07-24
  day: 24
PublicationDecade 2000
PublicationTitle The open civil engineering journal
PublicationYear 2008
SSID ssj0063826
Score 1.687359
Snippet A structural optimization criterion for linear mechanical systems subject to random vibrations is presented for supporting engineer's design. It is based on a...
SourceID proquest
crossref
SourceType Aggregation Database
Enrichment Source
Index Database
StartPage 75
SubjectTerms Acceleration
Criteria
Design engineering
Marketing
Mathematical analysis
Optimization
Random vibration
Vectors (mathematics)
Title Multiobjective Optimization Criteria for Linear Structures Subject to Random Vibrations
URI https://www.proquest.com/docview/963850305
Volume 2
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1LT9wwELYKvcChaksR0FL50FtIycNeh2NVQVElWolHyy3yOLa0qyVZid0eOPDbO2Mnm11YodJLFFmbUdbzZR625xvGPlnMjY9AJnFhBSYoMBAxekX8rpSqoKiK1PgFt7Mfg9Mr8f1aXve1J766ZAqfzd3KupL_0SqOoV6pSvYZmp0LxQG8R_3iFTWM13_Ssa-ebWAUjFb0Ez__m7aukvp1EQ2z9ucIMeMkwp4LTxY7wwybDAY9RqHnua6r5ib6RYlzv3w36mFEHbYiM_wzHEe2py-MFl8xEBJo38c7-jac3drJxNJpknGztK5Q0IJlKGduTWGhREz5U_AUK8Za-5k9gkmwhUo-8qoP7TXlQ7R0gGJJqi_8TejchuzdU7cl_8Brzc8SYhZDYsoVQtbYy0wpv3t_dn_cOWi0OL4L3_zPBDIqEnK4QshywLLsr30QcvmavWqzB_4lQOENe2Hrt2xzgVNyi_1eBgVfBAXvQMERFDyAgveg4C0o-LThARS8B8U7dnVyfPn1NG67Z8QmVamMhXLCpMIp7YxLrJaZ5_qXxiQOcrBF5kDnUKTCEqcigAMAJU0uMVzRNs-32Xrd1HaH8WTgrIGjpLIYfquq0omTSS5zyHItBqbaZVk3RaVpqeWpw8m4fEI5u-xg_tAkMKs8_XPezX2JFpC2tXRtm9ltSS5Ekt_ae57E92yjx_0Hto6zbfcxwpzCR4-Xv89qdkk
linkProvider ISSN International Centre
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=Multiobjective+Optimization+Criteria+for+Linear+Structures+Subject+to+Random+Vibrations&rft.jtitle=The+open+civil+engineering+journal&rft.au=Marano%2C+Giuseppe+Carlo&rft.date=2008-07-24&rft.issn=1874-1495&rft.eissn=1874-1495&rft.volume=2&rft.issue=1&rft.spage=75&rft.epage=87&rft_id=info:doi/10.2174%2F1874149500802010075&rft.externalDBID=n%2Fa&rft.externalDocID=10_2174_1874149500802010075
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1874-1495&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1874-1495&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1874-1495&client=summon