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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)
学术兼职
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
＆＃61557;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
ACIStructuralJournal
JournalofStructuralEngineering,ASCE
JournalofEngineeringMechanics,ASCE
JournalofBridgeEngineering,ASCE
JournalofCompositesforConstruction,ASCE
JournalofPerformanceandConstructedFacilityASCE,
EngineeringStructures
ConstructionandBuildingMaterial
TheStructuralDesignofTallandSpecialBuildings
JournalofReinforcedPlasticandComposites
StructuresandBuildings等20个国际权威SCI期刊特约审稿人
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