摘要
Experimentalevaluationofreinforcedconcretebeamspecimenswithdifferentcharacteristicsofreinforcementsubjectedtopushoverandcyclicloadingispresented.Plastichingerotationparametersaredeterminedbasedontheidealizationofpushoverandhysteresiscurvesofreinforcedconcretebeamspecimensconstructedintwopercentageofreinforcement(0.471%and0.71%)withdifferentductilecharacteristics.Theexperimentaltestresultsprovideacleardemarcationoftheeffectoftypesofloadingandthetypesofreinforcementonthenonlinearperformancecharacteristicsofbeamspecimens.Theseresultsarehelpfultoupdatethenonlinearmodelingparametersofbeamcomponentsforthespecifictypeofreinforcementusedintheconstructionofastructure.Theupdatednon-linearmodelingparametersofbeamcomponentsinlumpedplasticitymodelarecomparedwiththevaluesofASCE/SEI41-06(2007)usedfortheperformancebaseddesignofstructures.
出版日期
2015年03月13日(中国Betway体育网页登陆平台首次上网日期,不代表论文的发表时间)