Dynamic Characteristics of a Prototype Arch Dam
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
Tam Kayıt
| Alan | Değer | Dil |
|---|---|---|
| dc.contributor.author | Sevim, B. | |
| dc.contributor.author | Bayraktar, A. | |
| dc.contributor.author | Altunışık, A.C. | |
| dc.contributor.author | Adanur, S. | |
| dc.contributor.author | Akköse, M. | |
| dc.date.accessioned | 2026-10-22T10:24:13.358483817Z | |
| dc.date.available | 2026-10-22T10:24:13.358483817Z | |
| dc.date.issued | 2011 | |
| dc.description.abstract | 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. | |
| dc.description.sponsorship | TUBITAK | |
| dc.description.sponsorship | , (106M038) | |
| dc.description.sponsorship | Karadeniz Teknik Üniversitesi, KTU, (2006.112.001.1) | |
| dc.description.sponsorship | Karadeniz Teknik Üniversitesi, KTU | |
| dc.identifier.doi | 10.1007/s11340-010-9392-9 | |
| dc.identifier.eissn | 1741-2765 | |
| dc.identifier.endpage | 791 | |
| dc.identifier.issn | 0014-4851 | |
| dc.identifier.issue | 5 | |
| dc.identifier.scopus | 2-s2.0-79955861625 | |
| dc.identifier.startpage | 787 | |
| dc.identifier.uri | https://rdlopen.rawdatalibrary.net/r/gumushane/15585 | |
| dc.identifier.volume | 51 | |
| dc.identifier.wos | WOS:000290337100011 | |
| dc.language.iso | en | |
| dc.publisher | Springer New York LLC | |
| dc.relation.ispartof | Experimental Mechanics | |
| dc.rights | info:eu-repo/semantics/closedAccess | |
| dc.subject | Ambient vibration test | |
| dc.subject | Dynamic characteristic | |
| dc.subject | Enhanced frequency domain decomposition | |
| dc.subject | Operational modal analysis | |
| dc.subject | Prototype arch dam-reservoir-foundation model | |
| dc.subject.classification | Materials Science, Multidisciplinary | |
| dc.subject.classification | Mechanics | |
| dc.subject.classification | Materials Science, Characterization & Testing | |
| dc.subject.classification | Materials Science | |
| dc.subject.other | Arches | |
| dc.subject.other | Domain decomposition methods | |
| dc.subject.other | Frequency domain analysis | |
| dc.subject.other | Modal analysis | |
| dc.subject.other | Natural frequencies | |
| dc.subject.other | Reservoirs (water) | |
| dc.subject.other | Software testing | |
| dc.subject.other | Underwater foundations | |
| dc.subject.other | Vibration analysis | |
| dc.subject.other | Hydraulic structures | |
| dc.subject.other | Ambient vibration test | |
| dc.subject.other | Dynamic characteristics | |
| dc.subject.other | Enhanced frequency domain decompositions | |
| dc.subject.other | Operational modal analysis | |
| dc.subject.other | Prototype arch dam-reservoir-foundation models | |
| dc.subject.other | Dam-reservoir-foundation systems | |
| dc.subject.other | Damping ratio | |
| dc.subject.other | Frequency domain decomposition | |
| dc.subject.other | Impact loads | |
| dc.subject.other | Laboratory conditions | |
| dc.subject.other | Mode shapes | |
| dc.subject.other | Natural excitations | |
| dc.subject.other | Arch dams | |
| dc.title | Dynamic Characteristics of a Prototype Arch Dam | |
| dc.type | Article | |
| dspace.entity.type | Publication | |
| rdl.citation.openalex | 8 | |
| rdl.citation.scopus | 9 | |
| rdl.citation.wos | 9 | |
| rdl.oa.status | closed | |
| rdl.sdg | SDG09 | |
| rdl.source.index | SCOPUS | |
| rdl.source.index | WOS | |
| rdl.wos.index | Science Citation Index Expanded (SCI-EXPANDED) |

