Dynamic Characteristics of a Prototype Arch Dam

MakaleYalnız künye
  • SDG 9 · Sanayi, Yenilikçilik ve Altyapı

Özet

This study determines the dynamic characteristics of a prototype arch dam-reservoir-foundation system using Operational Modal Analysis method. Achievement of this purpose involved construction of a prototype arch dam-reservoir-foundation system under laboratory conditions. Ambient vibration tests on the arch dam model identified its natural frequencies, mode shapes, and damping ratios. Natural excitations such as small impact loads vibrated to arch dam. Sensitivity accelerometers which were placed on the dam's crest collected signals in measurements. Measurements were recorded for empty and full reservoirs. Operational Modal Analysis software processed signals which were collected from the ambient vibration tests. Enhanced Frequency Domain Decomposition technique estimated dynamic characteristics of the dam. Results showed that there was an approximate 20-25% difference between natural frequencies related to empty and full reservoirs.

Anahtar Kelimeler

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/gumushane/15585Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.1007/s11340-010-9392-9Yayıncı resmi DOI adresi
Tam Kayıt
AlanDeğerDil
dc.contributor.authorSevim, B.
dc.contributor.authorBayraktar, A.
dc.contributor.authorAltunışık, A.C.
dc.contributor.authorAdanur, S.
dc.contributor.authorAkköse, M.
dc.date.accessioned2026-10-22T10:24:13.358483817Z
dc.date.available2026-10-22T10:24:13.358483817Z
dc.date.issued2011
dc.description.abstractThis study determines the dynamic characteristics of a prototype arch dam-reservoir-foundation system using Operational Modal Analysis method. Achievement of this purpose involved construction of a prototype arch dam-reservoir-foundation system under laboratory conditions. Ambient vibration tests on the arch dam model identified its natural frequencies, mode shapes, and damping ratios. Natural excitations such as small impact loads vibrated to arch dam. Sensitivity accelerometers which were placed on the dam's crest collected signals in measurements. Measurements were recorded for empty and full reservoirs. Operational Modal Analysis software processed signals which were collected from the ambient vibration tests. Enhanced Frequency Domain Decomposition technique estimated dynamic characteristics of the dam. Results showed that there was an approximate 20-25% difference between natural frequencies related to empty and full reservoirs.
dc.description.sponsorshipTUBITAK
dc.description.sponsorship, (106M038)
dc.description.sponsorshipKaradeniz Teknik Üniversitesi, KTU, (2006.112.001.1)
dc.description.sponsorshipKaradeniz Teknik Üniversitesi, KTU
dc.identifier.doi10.1007/s11340-010-9392-9
dc.identifier.eissn1741-2765
dc.identifier.endpage791
dc.identifier.issn0014-4851
dc.identifier.issue5
dc.identifier.scopus2-s2.0-79955861625
dc.identifier.startpage787
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/15585
dc.identifier.volume51
dc.identifier.wosWOS:000290337100011
dc.language.isoen
dc.publisherSpringer New York LLC
dc.relation.ispartofExperimental Mechanics
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectAmbient vibration test
dc.subjectDynamic characteristic
dc.subjectEnhanced frequency domain decomposition
dc.subjectOperational modal analysis
dc.subjectPrototype arch dam-reservoir-foundation model
dc.subject.classificationMaterials Science, Multidisciplinary
dc.subject.classificationMechanics
dc.subject.classificationMaterials Science, Characterization & Testing
dc.subject.classificationMaterials Science
dc.subject.otherArches
dc.subject.otherDomain decomposition methods
dc.subject.otherFrequency domain analysis
dc.subject.otherModal analysis
dc.subject.otherNatural frequencies
dc.subject.otherReservoirs (water)
dc.subject.otherSoftware testing
dc.subject.otherUnderwater foundations
dc.subject.otherVibration analysis
dc.subject.otherHydraulic structures
dc.subject.otherAmbient vibration test
dc.subject.otherDynamic characteristics
dc.subject.otherEnhanced frequency domain decompositions
dc.subject.otherOperational modal analysis
dc.subject.otherPrototype arch dam-reservoir-foundation models
dc.subject.otherDam-reservoir-foundation systems
dc.subject.otherDamping ratio
dc.subject.otherFrequency domain decomposition
dc.subject.otherImpact loads
dc.subject.otherLaboratory conditions
dc.subject.otherMode shapes
dc.subject.otherNatural excitations
dc.subject.otherArch dams
dc.titleDynamic Characteristics of a Prototype Arch Dam
dc.typeArticle
dspace.entity.typePublication
rdl.citation.openalex8
rdl.citation.scopus9
rdl.citation.wos9
rdl.oa.statusclosed
rdl.sdgSDG09
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)