Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/11256
Full metadata record
DC FieldValueLanguage
dc.contributor.authorNorman, C. Dean-
dc.contributor.authorStone, Harry E.-
dc.date.accessioned2016-06-20T14:16:50Z-
dc.date.available2016-06-20T14:16:50Z-
dc.date.issued1981-10-
dc.identifier.urihttp://hdl.handle.net/11681/11256-
dc.descriptionTechnical Report-
dc.descriptionAbstract: A 1:60-scale model of the Pine Flat concrete gravity dam was constructed and subjected to steady state forced vibration tests. Natural frequencies, mode shapes, damping, and hydrodynamic pressures were measured during these tests. These results were compared with similar results obtained in the prototype test program previously conducted. Also two-dimensional and three-dimensional finite element analyses were performed to obtain analytical values for natural frequencies and mode shapes. Model and prototype test results compared favorably with those from the three-dimensional finite element analyses. The reservoir was observed to have little effect on the natural frequencies and mode. shapes of the model dam. Furthermore, it was concluded that the dynamic characteristics of the continuous three-dimensional model compared favorably with those of the prototype which was constructed in monoliths.-
dc.publisherStructures Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1035861-
dc.relation.ispartofseriesTechnical report (U.S. Army Engineer Waterways Experiment Station) ; SL-81-7.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectConcrete dams-
dc.subjectPine Flat Dam-
dc.subjectGravity dams-
dc.subjectPrototype tests-
dc.subjectModel tests-
dc.subjectVibration response tests-
dc.subjectHydraulic structures-
dc.subjectHydraulic models-
dc.titleComparison of vibration test results for a model and prototype gravity dam-
dc.typeReporten_US
Appears in Collections:Technical Report

Files in This Item:
File Description SizeFormat 
TR-SL-81-7.pdf5.97 MBAdobe PDFThumbnail
View/Open