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ID:40169359
大小:1.95 MB
页数:11页
时间:2019-07-24
《框架节点抗震性能试验研究 Seismic Behavior of Reinforced Concrete Exterior Wide Joints》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、SeismicBehaviorofReinforcedConcreteExteriorWideBeam-ColumnJoints12BingLiandSudhakarA.KulkarniAbstract:AnexperimentalandnumericalinvestigationcarriedoutonRCwidebeam-columnjointswhensubjectedtoseismicloadsisreportedwithinthispaper.Theexperimentalstudywasco
2、nductedbysubjectingthreefull-scalewideexteriorbeam-columnspecimenstosimulatedseismicloadsattheNanyangTechnologicalUniversityofSingapore.Simulationsofearthquakeloadingswereappliedontothespecimensviaquasistaticloadreversals.Seismicperformanceanalysisofthej
3、ointswerebasedontheresultsobtainedfromtheexperi-mentintermsoftheirgeneralbehavior,hysteresisresponse,andthestrainproÞlesofthelongitudinalreinforcementwithinthespecimens.Theseexperimentalresultswerethenusedtovalidateathree-dimensional3DnonlinearÞnite-el
4、ementFEmodel.Thebehaviorofthejointsundertheinßuenceofcriticalinßuencingfactorslikecolumnaxialload,transversebeam,andbeambaranchorageratiowerealsoanalyzedthroughtheparametricstudiescarriedout.DOI:10.1061/ASCE0733-94452010136:126CEDatabasesubjecthe
5、adings:Beams;Reinforcement;Drift;Finiteelementmethod;Axialloads;Columns;Joints.Authorkeywords:Wide-beam;Jointshear;Reinforcingdetail;Driftratio;Finiteelement;Bondslip;Columnaxialload.Introductioninregionsofhighseismicityifaspecialdetailingregimeisadopted
6、.Inanotherrelevantresearch,aslightrelaxationoftheAdoptingawidebeamsystemforthedesignschemeprovidescurrentAmericanConcreteInstituteACI318provisionsonthemanyadvantages.Theyincludereducingtheamountofformworkconnectionbetweenexteriorcolumnsandwidebeamswass
7、ug-required,providingsimplicityforrepetitionandthusdecreasesgestedasbbbc+2hcwherebbbeamwidthGentryandWightthestoryheight.Allofthesewouldeventuallyresultinafaster1994.ItwasalsoconcludedthatthewidebeamconnectionscanconstructionatareducedcostLaFaveandW
8、hite1997.Gravityperformwellevenwhenbb/bcisgreaterthan3.Amongthepreviousstudies,theprimaryconcernforwideload-resistingframesinnonseismicregionscommonlyutilizeRCbeam-columnconnectionsistheeffectivenessofthelongitudinalwideb
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