Title of article
Seismicprooftestofareinforcedconcretecontainmentvessel(RCCV):Part2:ResultsofshakingtabletestsOriginalResearchArticle
Author/Authors
ToshihikoHirama، نويسنده , , MasashiGoto، نويسنده , , KeijiShiba، نويسنده , , ToshioKobayashi، نويسنده , , RyozoTanaka، نويسنده , , ShizuoTsurumaki، نويسنده , , KatsukiTakiguchi، نويسنده , , HiroshiAkiyama، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2005
Pages
23
From page
1349
To page
1371
Abstract
A1/8-scalemodelwasconstructedofareinforcedconcretecontainmentvessel(RCCV)usedinthelatestadvancedboilingwaterreactors(ABWR).ShakingtabletestswereconductedonitwithinputmotionscorrespondingtoorexceedingadesignearthquakeassumedforarealNuclearPowerPlant.
Theobjectivesofthetestsweretoverifythestructuralintegrityandtheleak-prooffunctionalsoundnessoftheRCCVsubjectedtodesignearthquakes,andtodeterminetheultimatestrengthandseismicmarginbyanexcitationthatledtothemodelʹscollapse.Themodel,thetestsequenceandthepressureandleaktestresultswereaddressedinPart1.Theshakingtabletestmethod,theinputmotionsandthetestresults,includingthetransitionofthemodelʹsstiffness,naturalfrequenciesanddampingfactorsandtheeffectsofverticalinputmotionsandinternalpressureonthemodelʹscharacteristicsandbehavior,theload–deformation,theultimatestrength,thefailuremodeofthereinforcedconcreteportionandthelinerplatearedescribedhere.TheseismicsafetymarginthatwasevaluatedbytheenergyinputduringthefailuretesttoadesignbasisearthquakewillbedescribedinPart3.Theanalyticalresultsofsimulationusingthemulti-lumpedmassmodelwillbedescribedinPart4.
Journal title
Nuclear Engineering and Design Eslah
Serial Year
2005
Journal title
Nuclear Engineering and Design Eslah
Record number
894930
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