Title of article
Thebearingstrengthofsteelcouplingbeam-reinforcedconcreteshearwallconnectionsOriginalResearchArticle
Author/Authors
Wan-ShinPark، نويسنده , , Hyun-DoYun، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2006
Pages
17
From page
77
To page
93
Abstract
Increasingly,engineersaredesigninghybridandmixedbuildingsystemsofstructuralsteelandreinforcedconcretetoproducemoreefficientstructuresthancanberealizedusingeithermaterialalone.Inparticular,hybridcoupledshearwallofthemareknowntobeefficientlateralloadresistingsystem.However,duetolackofinformation,currentdesignequationstocomputethebearingstrengthofsteelcouplingbeam–wallconnectionsinahybridcoupledshearwallsaretacitaboutcasesinwhichthebeamshaveconnectiondetailstothewallsthatincludestudboltsandhorizontaltiesinhybridcoupledshearwalls.Therewerecarriedoutexperimentalandanalyticalstudiesonsteelcouplingbeam–wallconnectionsinahybridwallsystem.Experimentalstudywascarriedouttoverifythebearingstrengthofsteelcouplingbeam–wallconnections.Thetestvariablesincludedthereinforcementdetailsthatconferaductilebehavioronthesteelcouplingbeam–wallconnection,i.e.,thestudboltsandthehorizontaltiesinthesteelcouplingbeam–wallconnections.Theequationsproposedinthisstudytopredictstrengthforsteelcouplingbeam-reinforcedconcreteshearwallconnectionswereingoodagreementwithbothourtestresultsandothertestdatafromtheliterature.
Journal title
Nuclear Engineering and Design Eslah
Serial Year
2006
Journal title
Nuclear Engineering and Design Eslah
Record number
895975
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