钱凯
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资料介绍
个人简历
钱凯,工作背景,广西大学建筑工程系主任2017.10~广西大学工程安全和防护研究所所长2016.11~广西大学土木建筑工程学院博导(破格)2016.3~广西大学土木建筑工程学院教授(破格)2015.12~新加坡南洋理工大学土木与环境学院博士后研究员2013.1~2015.5新加坡南洋理工大学土木与环境学院博士后研究员2011.8~2013.1教育背景长安大学建筑工程学院获得学士学位2002.9~2006.7排名:1/350新加坡南洋理工大学土木与环境学院获得硕士学位2006.8~2007.8GPA:4.63/5.0新加坡南洋理工大学土木与环境学院获得博士学位2007.8~2011.8GPA:4.5/5.0主持(或参与)的主要科研项目主持:1)国家自然科学基金项目面上项目“锈蚀钢筋混凝土板柱节点冲切破坏机理与评估方法研究”(60万)2)国家自然科学基金项目地区项目“后浇整体式预制混凝土框架结构抗连续性倒塌性能及控制方法研究”(40万)3)广西自治区“百人计划”项目(50万)4)中西部高层次人才启动基金项目“极限荷载下建筑结构抗倒塌机理与防护决策研究”(150万)参与1)AnIntegratedMultiple-HazardsResearchProgrammeforResilientStructures-Projecttitle:TheInfluenceofFloorSlabsandTransverseBeamsontheBehaviorofRCBeam-ColumnJointsunderLossofColumnScenarios(新加坡国防科技局项目,52.3万新币约261.5万人民币)。2)DevelopmentofAnalyticalToolsforProgressiveCollapseAnalysisduetoTerroristBombing(1of2)(新加坡国防科技局项目,56.2万新币约281万人民币)。3)DevelopmentofAnalyticalToolsforProgressiveCollapseAnalysisduetoTerroristBombing(2of2)(新加坡国防科技局项目,56.2万新币约281万人民币)。4)Training&Capacity-BuildingProgrammeonSeismicStrengtheningforMaster&LocalBuildersinLuzonandtheVisayas,Philippines(新加坡淡马锡基金项目,170万新币约850万人民币)。研究领域
1)钢筋混凝土结构与预制预应力结构抗连续倒塌;2)结构动力学;3)建筑结构抗震防灾;4)FRP复合材料加固修复近期论文
1.QianKaiandLiBing“PerformanceofThree-DimensionalReinforcedConcreteBeam-ColumnSubstructuresunderLossofaCornerColumnScenario”,ASCEJournalofStructuralEngineering,139(4),2013,pp.584-594(SCI,通信作者)2.QianKai,LiBingandJia-XingMa“LoadCarryingMechanismtoResistProgressiveCollapseofRCBuildings”,ASCEJournalofStructuralEngineering,141(2),2015.(SCI)3.QianKaiandLiBing“StrengtheningofMultiBayReinforcedConcreteFlatSlabstoMitigateProgressiveCollapses”,ASCEJournalofStructuralEngineering,141(6),2015.(SCI,通信作者)4.QianKaiandLiBing“InfluenceofMulticolumnRemovalontheBehaviorofRCFloors”,ASCEJournalofStructuralEngineering,10.1061/(ASCE)ST.1943-541X.0001461,04016006(SCI)5.QianKaiandLiBing“EffectsofMasonryInfillWallonPerformanceofRCFramestoResistProgressiveCollapse”,ASCEJournalofStructuralEngineering,143(9),2017(SCI)6.QianKai,LiuYi,Yang,Tao,andLiBing“ProgressiveCollapseResistanceofPost-TensionedConcreteBeam-ColumnSub-assemblageswithUn-BondedPost-TensioningStrands”,ASCEJournalofStructuralEngineering,accepted.7.QianKaiandLiBing“SlabEffectsontheResponseofReinforcedConcreteSubstructuresaftertheLossofaCornerColumn”,ACIStructuralJournal,109(6),2012,pp.845-855(SCI)8.QianKaiandLiBing“ExperimentalStudyofDropPanelEffectsontheResponseofReinforcedConcreteFlatSlabsaftertheLossofaCornerColumn”,ACIStructuralJournal,110(2),2013.pp.319-329.(封面ACIStructuralJournalin110(2))(SCI)9.QianKaiandLiBing“Authors’ClosuretoSlabEffectsontheResponseofReinforcedConcreteSubstructuresaftertheLossofaCornerColumn”,ACIStructuralJournal,110(5),893-896(SCI)10.QianKaiandLiBing“ResilienceofFlatSlabStructuresinDifferentPhaseofProgressiveCollapse”,ACIStructuralJournal,113(3),537-548(SCI,通信作者)11.QianKai,LiBing,andYingTian“RecentProgressinUnderstandingofLoadResistingMechanismtoResistProgressiveCollapse”,SpecialIssue,ACIStructuralJournal,Inpress(SCI)12.QianKaiandLiBing“DynamicPerformanceofRCBeam-ColumnSubstructuresundertheScenariooftheLossofaCornerColumn-ExperimentalResults”,EngineeringStructures,42,2012,pp.154-167(SCI)13.QianKaiandLiBing“Dynamicandresidualbehaviorofreinforcedconcretefloorsfollowinginstantaneousremovalofacolumn”,EngineeringStructures,inpress(SCI)14.LiBing,QianKai,andHuiWu“FlangeEffectsonSeismicPerformanceofSquatWallswithIrregularorRegularOpenings”,EngineeringStructures,110,2016,pp.127-144.(SCI)15.QianKaiandLiBing“StrengtheningandRetrofittingofFlatSlabstoMitigateProgressiveCollapsebyExternallyBondedCFRPLaminates”,ASCEJournalofCompositesforConstruction17(4),2013.pp.554-565(SCI,通信作者)16.QianKaiandLiBing“QuantificationofSlabInfluencesontheDynamicPerformanceofRCFramesagainstProgressiveCollapse”,ASCEJournalofPerformanceofConstructedFacilities,29(1),2015(SCI)17.QianKaiandLiBing“ExperimentalandAnalyticalAssessmentonRCInteriorBeam-ColumnSub-assemblagesforProgressiveCollapse”,ASCEJournalofPerformanceofConstructedFacilities,26(4),2012,pp.576-589.(最受关注论文第二名inJournalofPerformanceofConstructedFacilities)(SCI)18.QianKaiandLiBing“AnalyticalEvaluationoftheVulnerabilityofRCFramesforProgressiveCollapseCausedbytheLossofaCornerColumn”,ASCEJournalofPerformanceofConstructedFacilities,29(1)(SCI,通信作者)19.QianKai,LiBingandZhangZhongWen“TestingandSimulationof3DEffectsonProgressiveCollapseResistanceofRCBuildings”,MagazineofConcreteResearch,67(4),2015,163-178.(SCI通讯作者)20.QianKaiandLiBing“LoadResistingMechanismstoMitigateDisproportionateCollapseofFlatSlabStructures”,MagazineofConcreteResearch,67(7),2015,349-363.(SCI通讯作者)21.QianKaiandLiBing“ResearchAdvancesinDesignofStructurestoResistProgressiveCollapse”,ASCEJournalofPerformanceofConstructedFacilities,29(5),2015(SCI)22.QianKaiandLiBing“DynamicDisproportionateCollapseinFlat-SlabStructures”,ASCEJournalofPerformanceofConstructedFacilities,29(5),2015(SCI,通信作者)23.QianKai,LiBing,andLiu,Yi.“ExperimentalandAnalyticalStudyonLoadPathsofRCSquatWallswithOpenings”,MagazineofConcreteResearch2016:(inpress,SCI).24.QianKaiandLiBing“PerformanceofPrecastConcreteSubstructureswithDryConnectionstoResistProgressiveCollapse”,ASCEJournalofPerformanceofConstructedFacilities,inpress(SCI)25.ZhongwenZhang,LiBing,andQianKai“ExperimentalInvestigationsonSeismicallyDamagedNonrectangularReinforced-ConcreteStructuralWallsRepairedbyFRPs”,ASCEJournalofCompositesforConstruction,20(1)2016(SCI)26.LiBingandQianKai“SeismicBehaviorofDamagedRCInteriorBeam-WideColumnJointsRepairedUsingGFRPandCFRP",ASCEJournalofCompositesforConstruction,15(3),327-338,2011(SCI)27.LiBing,QianKaiandXueWC“EffectsofEccentricityontheSeismicRehabilitationPerformanceofNon-seismicallyDetailedInteriorBeam-WideColumnJoints",ASCEJournalofCompositesforConstruction,16(5),2012,pp.507-519(SCI)28.LiBing,QianKaiandCTNTran“RetrofittingEarthquakeDamagedRCStructuralWallswithOpeningsbyExternallyBondedFRPStripsandSheets”,ASCEJournalofCompositesforConstruction,17(2),2013,pp.259-270(SCI)29.LiBing,AnandNairandQianKai“BlastDamagedResidualAxialCapacityofReinforcedConcreteColumns”,ASCEJournalofPerformanceofConstructedFacilities,26(3),2012,pp.289-299(SCI)30.Yu,X.H.,Lu,D.G.,Qian,K.,andLi,B.“UncertaintyandSensitivityAnalysisofReinforcedConcreteFrameStructuresSubjectedtoColumnLoss”,ASCEJournalofPerformanceofConstructedFacilities,10.1061/(ASCE)CF.1943-5509.0000930,04016069.(SCI)31.Yu,X.H.,Qian,K.,Lu,D.G.,andLi,B.“ProgressiveCollapseBehaviorofAgingReinforcedConcreteStructuresConsideringCorrosionEffects”,ASCEJournalofPerformanceofConstructedFacilities,2016(inpress,SCI).32.QianKai,LiBing,andLiu,Yi.“IntegrityofPrecastConcreteStructurestoResistProgressiveCollapse”,ASCEGeotechnicalandStructuralEngineeringCongress2016:pp.1976-1986.(EI)33.QianKai,YuYang,WangYue-Ming,andLiBing.“TheEffectsofBracingontheBehaviorofRCMulti-StoryFramestoResistProgressiveCollapse”,ASCEStructuresCongress2017:pp.180-186.(EI)34.LiBing,andQianKai.“AretheFrailDesignedtoFail?AssessingtheCollapseRiskofExistingStructures”,ASCEStructuresCongress2014:pp.857-867.(EI)35.LiBing,andQianKai.“NewDeformation-ControlledDesignofReinforcedConcreteFlexuralMembersSubjectedtoBlastLoadings”,ASCEStructuresCongress2014:pp.74-85.(EI)36.于晓辉,钱凯,吕大刚*.基于随机Pushdown方法的钢筋混凝土框架结构抗连续倒塌能力概率评估.建筑结构学报,2017,38(2):83-89.(EI收录)37.于晓辉,钱凯,吕大刚*.竖向荷载加载方式对结构连续倒塌非线性静力Pushdown分析的影响.建筑结构学报,2015,35(增刊2):126-130.(EI收录)38.于晓辉,钱凯,吕大刚*.考虑悬链线效应的钢筋混凝土框架结构抗连续倒塌能力分析.建筑结构学报,2017,38(4):28-34.(EI收录)39.钱凯,罗达,贺盛,于晓辉*.多柱失效钢筋混凝土结构抗连续倒塌性能研究.建筑结构学报,接受(EI收录)美国混凝土协会会员美国土木工程协会会员美国土木工程协会新加坡分会理事国际防护结构协会会员新加坡工程师专家协会会员,会士新加坡工程师专家协会副主席中国建筑学会抗震防灾分会建筑结构抗倒塌专业委员会委员美国土木工程学会抗连续倒塌委员会委员美国土木工程学会建筑抗多灾害委员会委员AdvancesinCivilEngineering,(SCI)客座主编ACIStructuralJournalJournalofStructuralEngineering,ASCEJournalofEngineeringMechanics,ASCEJournalofBridgeEngineering,ASCEJournalofCompositesforConstruction,ASCEJournalofPerformanceandConstructedFacilityASCE,EngineeringStructuresConstructionandBuildingMaterialTheStructuralDesignofTallandSpecialBuildingsJournalofReinforcedPlasticandCompositesStructuresandBuildings等20个国际权威SCI期刊特约审稿人 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