Title of article :
Ultimatestrengthofreinforceconcreteshearwallsundermulti-axesseismicloadsOriginalResearchArticle
Author/Authors :
YoshioKitada، نويسنده , , TakaoNishikawa، نويسنده , , KatsukiTakiguchi، نويسنده , , KoichiMaekawa، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2007
Abstract :
“Themodeltestonmulti-axesloadingonRCshearwalls”hadbeencarriedoutasforthe10-yearprojectaimingatcomprehensionoftheearthquakeresponsebehaviorofthree-dimensional(3D)reinforcedconcrete(RC)shearwallsunderthe3Dofmulti-axesearthquakeloadingcondition.Themotivationoftheprojectbuilding-upisthatthecurrentseismicdesignofnuclearpowerplantbuildingiscarriedoutbyapplyingone-dimensional(1D)dynamicearthquakeloadtoananalyticalbuildingmodelineachdirectionindependentlywhereasactualearthquakejoltsthebuildinginthethreedirectionssimultaneously.Therefore,therewereopinionsrequestingsometestingconfirmwhetherornotthecurrentseismicdesignmethodologyisreliablefortheinputmotionsexceedingthedesignearthquakegroundmotionmoreoverfortheinputmotionsofthe3D.Theprojecthadcompletedwithvariousvaluableoutcomesthatcanreplytotheopinions.Moreover,theoutcomeswillplayanimportantroleinevaluatingseismicmarginsofimportantstructuresinanuclearpowerplant.Inthispaper,basedonthepublisheddocumentsrelatingtothistestproject,theauthordescribesareviewofthewholetestingandsummarizesthemajoroutcomesextractedbythetestproject.
Journal title :
Nuclear Engineering and Design Eslah
Journal title :
Nuclear Engineering and Design Eslah
