• 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