廖文正副教授wen-chengliao

《廖文正副教授wen-chengliao》由会员上传分享，免费在线阅读，更多相关内容在工程资料-天天文库。

1、廖文正副教授Wen-ChengLiaoAssociateProfessor學歷/美國密西根大學博士Ph.D.,inCivilandEnv.Eng.Univ.ofMichigan專長/高性能混凝土、鋼纖維混凝土、鋼筋混凝土學、混凝土結構抗震設計HighPerformanceConcrete,FiberReinforcedConcrete,ReinforcedConcrete,SeismicResistantRCStructureDesign期刊論文(JournalPaper)1.Wen-ChengLiao,WisenaPerceka,MichaelWang(

2、2017,Dec).Experimentalstudyofcyclicbehaviorofhigh-strengthreinforcedconcretecolumnswithdifferenttransversereinforcementdetailingconfigurations.EngineeringStructures,153,290-301.(SCI,26/125,ENGINEERING,CIVIL).MOST105-2221-E-002-057-MY2.本人為第一作者.2.Wen-ChengLiao,YuHengChiangHsieh,Subh

3、ashC.Goel(2017,Nov).SeismicevaluationandcollapsepredictionofRCmomentframestructuresbyusingenergybalanceconcept.JournalofVibroengineering,19(7),5268-5277.(SCI).本人為第一作者、通訊作者.3.Wen-ChengLiao,WisenaPerceka,Li-ChenYu(2017,Jul).SystematicMixProceduresforHighlyFlowable-StrainHardeningFib

4、erReinforcedConcrete(HF-SHFRC)byUsingTensileStrainHardeningResponsesasPerformanceCriteria.ScienceofAdvancedMaterials,9(7),pp.1157-1168.(SCI).本人為第一作者.4.WisenaPerceka,Wen-ChengLiao,Yo-deWang(2016,Apr).HighStrengthConcreteColumnsunderAxialCompressionLoad:HybridConfinementEfficiencyof

5、HighStrengthTransverseReinforcementandSteelFibers.Materials,9(4),264.(SCI).MOST104-2221-E-002-217.本人為通訊作者.5.XinKang,LouisGeandWen-ChengLiao(2015,Dec).CementHydration–BasedMicromechanicsModelingoftheTime-DependentSmall-StrainStiffnessofFlyAsh–StabilizedSoils.InternationalJournalofG

6、eomechanics.(SCI).6.Fang-YaoYeh,Kuo-ChunChang,andWen-ChengLiao(2015,Sep).ExperimentalInvestigationofSelf-SensingCarbonFiberReinforcedCementitiousCompositeforStrainMeasurementofanRCPortalFrame.InternationalJournalofDistributedSensorNetworks,25.(SCI).7.Wen-ChengLiao,WisenaPerceka,En

7、-JuiLiu(2015,Aug).CompressiveStress-StrainRelationshipofHighStrengthSteelFiberReinforcedConcrete.JournalofAdvancedConcreteTechnology,13,379-392.(SCI).MOST103-2625-M-002-009.本人為第一作者.8.Wen-ChengLiao,Shih-HoChao(2015,Mar).CrackOpeningEvaluationandSustainabilityPotentialofHighlyFlowab

8、leStrain-HardeningFiber-Reinforce