202212024国家自然科学基金优秀青年科学基金项目负责人
20202023“十三五”国家重点研发计划政府间国际科技创新合作重点专项课题负责人
20192022黑龙江省自然科学基金杰出青年项目负责人
20192022国家自然科学基金面上项目负责人
20182021“十三五”国家重点研发计划课题负责人
20152018国家自然科学基金面上项目负责人
20142016国家自然科学基金青年基金负责人

[32]CaoYT,HuangY,QuZ*.Responsespectrumanalysisofpeakflooraccelerationsofbuildingsunderearthquakes.JournalofEarthquakeEngineering,2021,online.
[31]XieXX,ZhangLX,QuZ*.Acriticalreviewofmethodsfordeterminingthedamagestatesfortheinplanefragilityofmasonryinfillwalls.JournalofEarthquakeEngineering,2021,online.
[30]MaidaY*,SakataH,QuZ,MaegawaT,SuzukiH.CyclicloadingtestoflightlyreinforcedconcretewallpierswithslitdampersinRCframes.EngineeringStructures,236(2021),2021,112099.
[29]XieXX,QuZ*,FuHR,ZhangLX.Effectofpriorinplanedamageontheoutofplanebehaviorofmasonryinfillwalls.EngineeringStructures,226(2021),2021:111380.
[28]XuJJ,HuangYL*,QuZ.Anefficientandunconditionallystablenumericalalgorithmfornonlinearstructuraldynamics.InternationalJournalforNumericalMethodsinEngineering,121(20),2020:46144629.
[27]QuZ*,GongT,WangXY,LiQQ,WangT.StiffnessandstrengthdemandsforpinsupportedwallsinRCmomentframes.JournalofStructuralEngineering,ASCE,146(9),2020:04020181.
[26]QuZ*,HeSW,FuHR.Computationalevaluationofthefunctionallossandrecoveryofindividualbuildings.JournalofPerformanceofConstructedFacilities,ASCE,34(3),2020:04020042.
[25]QuZ,FuX*,KishikiS,CuiY.BehaviorofmasonryinfilledChuandoutimberframessubjectedtoinplanecyclicloading.EngineeringStructures,211,2020:110449.
[24]QuZ*,JiXD,ShiX,WangYD,LiuHQ.CyclicloadingtestofsteelcouplingbeamswithmidspanfrictiondampersandRCslabs.EngineeringStructures,203,2020:109876.
[23]QuZ*,XieJZ,CaoYT,LiWJ,WangT.Effectsofstrainrateonthehystereticbehaviorofbucklingrestrainedbraces.ASCEJournalofStructuralEngineering,146(1),2020:06019003.
[22]KurosawaR,SakataH,QuZ*,SuyamaT.CyclicloadingtestsonRCmomentframesretrofittedbyPCframeswithmildpressjointsthroughRCslabsforconnection.EngineeringStructures,197,2019:109440.
[21]HouHT,FuWQ,QiuXC*,ChengJR,QuZ,ZhuWC,MaTX.Effectofaxialcompressionratioonconcretefilledsteeltubecompositeshearwall.AdvancesinStructuralEngineering,22(3),2019:656669.
[20]QuZ*,GongT,LiQQ,WangT.Evaluationofthefishbonemodelinsimulatingtheseismicresponseofmultistoryreinforcedconcretemomentresistingframes.EarthquakeEngineeringandEngineeringVibration,18(2),2019:315330.
[19]QiangHL,FengP*,QuZ.Seismicresponsesofpostyieldhardeningsingledegreeoffreedomsystemsincorporatinghighstrengthelasticmaterial.EarthquakeEngineering&StructuralDynamics,48(6),2019:611633.
[18]KurosawaR,SakataH,QuZ*,SuyamaT.PrecastprestressedconcreteframesforseismicallyretrofittingexistingRCframes.EngineeringStructures,184,2019:345354.
[17]LiJC,QuZ*,WangT.LessonsfromtheseismicbehaviorofasteelgridroofstructureheavilydamagedinLushanearthquake.EarthquakeEngineeringandEngineeringVibration,18(1),2019:95111.
[16]WadaA,TowhataI,TamuraK,QuZ*.AcompleteintroductiontotheSCJproposalanditscommentaryonthedevelopmentofseismicallyresilientcities.EarthquakeEngineeringandEngineeringVibration,17(4),2018:667691.
[15]WangXT,WangT*,QuZ.Anexperimentalstudyofadamagecontrollableplastichingesupportedwallstructure.EarthquakeEngineering&StructuralDynamics,47(3),2018:594612.
[14]XieLL,QuZ*.Oncivilengineeringdisastersandtheirmitigation.EarthquakeEngineeringandEngineeringVibration,17(1),2018:110.
[13]QuZ*,XieJZ,WangT,KishikiS.CyclicloadingtestofdoubleKbracedreinforcedconcreteframesubassemblieswithbucklingrestrainedbraces.EngineeringStructures,139,2017:114.
[12]WangDZ,DaiJW*,QuZ,NingXQ.ShaketabletestsofsuspendedceilingstosimulatetheobserveddamageintheMs7.0Lushanearthquake,China.EarthquakeEngineeringandEngineeringVibration,15(2),2016:239249.
[11]QuZ*,KishikiS,MaidaY,SakataH.SubassemblagecyclicloadingtestsofbucklingrestrainedbracedRCframeswithunconstrainedgussetconnections.JournalofStructuralEngineering,ASCE,142(2),2016:04015128.
[10]QuZ*,KishikiS,MaidaY,SakataH.,WadaA.Seismicresponsesofreinforcedconcreteframeswithbucklingrestrainedbracesinzigzagconfiguration.EngineeringStructures,105,2015:1221.
[9]QuZ*,DutuA,ZhongJR,SunJJ.Seismicdamagetomasonryinfilledtimberhousesinthe2013M7.0LushanearthquakeinChina.EarthquakeSpectra,31(3),2015:18591874.
[8]QuZ*,SakataH,MidorikawaS,WadaA.Lessonsfromthebehaviorofamonitoredelevenstorybuildingduringthe2011Tohokuokiearthquakeforrobustnessagainstdesignuncertainties.EarthquakeSpectra,31(3),2015:14711492.
[7]DaiJW*,QuZ,ZhangCX,WengXR.Preliminaryinvestigationofseismicdamagetotwosteelspacestructuresduringthe2013Lushanearthquake.EarthquakeEngineeringandEngineeringVibration,12(3),2013:495500.
[6]QuZ*,KishikiS,NakazawaT.InfluenceofisolationgapsizeoncollapseperformanceofseismicallybaseIsolatedbuildings.EarthquakeSpectra,29(4),2013:14771494.
[5]QuZ*,KishikiS,SakataH,WadaA,MaidaY.SubassemblagecyclicloadingtestofRCframewithbucklingrestrainedbracesinzigzagconfiguration.EarthquakeEngineering&StructuralDynamics,42(7),2013:10871102.
[4]QuZ*,WadaA,MotoyuiS,SakadaH,KishikiS.Pinsupportedwallsforenhancingtheseismicperformanceofbuildingstructures.EarthquakeEngineering&StructuralDynamics,41(14),2012:20752091.
[3]GodatA*,QuZ,LuXZ,LabossiereP,YeLP,NealeKW.SizeeffectsforreinforcedconcretebeamsstrengthenedinshearwithCFRPstrips.JournalofCompositesforConstruction,ASCE,14(3),2010:260271.
[2]YeLP*,QuZ.Failuremechanismanditscontrolofbuildingstructuresunderearthquakesbasedonstructuralsystemconcept.JournalofEarthquakeandTsunami,3(4),2009:249259.
[1]YeLP*,LuXZ,QuZ,HouJQ.DistributedTLDsinRCfloorsandtheirvibrationreductionefficiency.EarthquakeEngineeringandEngineeringVibration,7(1),2008:16.

2021/11全国应急管理系统二级英模
2021/11全国应急管理系统先进工作者
2021/07中国地震学会2021国际防震减灾科普作品大赛图书类一等奖（2/3）
2021/07中国地震局防震减灾科学成果二等奖（1/9）
2020/12国务院政府特殊津贴
2020/12全国科普工作先进工作者
2019/10黑龙江省“龙江学者”青年学者
2019/09国家百千万人才工程，“有突出贡献中青年专家”
2019/06黑龙江省力学优秀硕士学位论文导师
2019/05日本建筑学会（AIJ）著作奖（8/8）
2019/03中国地震局骨干人才
2016/12国家科学技术进步二等奖（7/15）
2015/12中国地震局防震减灾科技成果一等奖（4/9）
2015/05国际桥梁与结构工程师协会（IABSE）青年工程师贡献奖