基于性能的结构抗震设计研究
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摘要
介绍了结构抗震性能水准的划分、抗震性能目标的确定以及常用的基于性能的抗震设计方法。文中着重探讨了按延性系数进行结构性能抗震设计的方法和步骤,最后指出性能抗震设计方法今后的发展趋势。
Structural performance levels, performance objectives, and usual performance-based seismic design methods are introduced in this paper. The ductility-based seismic design method is particularly proposed. In the end, the developing trends of the method in future are introduced.
Structural performance levels, performance objectives, and usual performance-based seismic design methods are introduced in this paper. The ductility-based seismic design method is particularly proposed. In the end, the developing trends of the method in future are introduced.
引文
[1] GB50011-2001,建筑抗震设计规范.
[2] Vision2000Committee,Performance-basedengineeringofbuilding[C].MirandaE.SeismologyCommitteeoftheStructureEngineerAssociationofCalifornia,Oakland:Wileylnc,1995.
[3] FEMA273,NEHRPguidelinesfortheseismicrehabilitationofbuildings[R];FEMA274,Commentary[R].Washington(DC):FederalEmergencyManagementAgency,1996.
[4] 小谷俊介.日本基于性能结构抗震设计方法的发展[J].建筑结构.2000,(6):3-9.
[5] 王梦甫,周锡元.基于性能的建筑结构抗震设计.建筑结构,2003,(3):59-61.
[6] GhobarahA.Performance-baseddesigninearthquakeengineering:stateofdevelopment[J].EngineeringStructures,2001,23(8):878-884.
[7] ChandlerAM,NelsonTKL.Performance-baseddesigninearthquakeengineering:amulti-disciplinaryreview[J].EngineeringStructures,2001,23(12):1525-1543.
[8] ChandlerAM,MendisPA.Performanceofreinforcedconcreteframesusingforceanddisplacementbasedseismicassessmentmethods[J].EngineeringStructures,2000,22(4):352-363.
[9] LuY,HaoH,CarydisPG,MouzakisH.SeismicperformanceofRCframesdesignedforthreedifferentductilitylevels[J].EngineeringStructures,2001,23(5):537-547.
[10] MedhekarMS,KennedyDJL.Displacement-basedseismicdesignofbuildings-theory[J].EngineeringStructures,2000,22(3):201-209.
[11] MedhekarMS,KennedyDJL.Displacement-basedseismicdesignofbuildings-application[J].EngineeringStructures,2000,22(3):210-221.
[12] Teran-GilmoreA,AvilaE,RangelG.Ontheuseofplasticenergytoestablishstrengthrequirementsinductilestructures[J].EngineeringStructures,2003,25(8):965-980.
[13] 钱稼茹,罗文斌.建筑结构基于位移的抗震设计[J].建筑结构,2001,(4):3-6.
[14] 罗文斌,钱稼茹.钢筋混凝土框架基于位移的抗震设计[J].土木工程学报,2003,(5):22-29.
[15] 田颖,钱稼茹,刘凤阁.在用RC框架结构基于位移的抗震性能评估[J].建筑结构,2001,(7):53-56.
[16] FEMA356,PrestandardandCommentaryfortheSeismicRehabilitationofBuildings[R].FederalEmergencyManagementAgency,November2000.
[17] WittakerA,ConstantinouM,TsopelasP.DisplacementEstimatesFORPerformance-BasedSeismicDesign[J].JournalofStructuralEngineering,1998(8):905-912.
[18] 屈成忠,谢礼立.基于性态的砌块砌体结构极限性态目标位移确定方法的研究[J].地震工程与工程振动,2003,23(2):18-25.
[19] 郭子雄,吕西林,王亚勇.建筑结构在罕遇地震下弹塑性变形验算的讨论[J].工程抗震,1999,(1):13-18.
[20] FreemanSA.DevelopmentanduseofCapacitySpectrumMethod[A].Proc.6thUSConf.OnEarthquakeEngineering[C],Berkeley,Seattle,Washington,1998.
[21] 鲍雷T,普里斯特利MJN.钢筋混凝土和砌体结构的抗震设计[M].中国建筑工业出版社.
[22] 钱稼茹,吕文,方鄂华.基于位移延性的剪力墙抗震设计[J].建筑结构学报,1999,20(3):42-48.
[23] 王清湘,赵国藩,林立岩.高强混凝土柱延性的实验研究[J].建筑结构学报,1995,16(4):22-31.
[24] 程斌,等.基于能量的抗震设计[J].地震工程与工程振动,2003,23(1):64-68.
[2] Vision2000Committee,Performance-basedengineeringofbuilding[C].MirandaE.SeismologyCommitteeoftheStructureEngineerAssociationofCalifornia,Oakland:Wileylnc,1995.
[3] FEMA273,NEHRPguidelinesfortheseismicrehabilitationofbuildings[R];FEMA274,Commentary[R].Washington(DC):FederalEmergencyManagementAgency,1996.
[4] 小谷俊介.日本基于性能结构抗震设计方法的发展[J].建筑结构.2000,(6):3-9.
[5] 王梦甫,周锡元.基于性能的建筑结构抗震设计.建筑结构,2003,(3):59-61.
[6] GhobarahA.Performance-baseddesigninearthquakeengineering:stateofdevelopment[J].EngineeringStructures,2001,23(8):878-884.
[7] ChandlerAM,NelsonTKL.Performance-baseddesigninearthquakeengineering:amulti-disciplinaryreview[J].EngineeringStructures,2001,23(12):1525-1543.
[8] ChandlerAM,MendisPA.Performanceofreinforcedconcreteframesusingforceanddisplacementbasedseismicassessmentmethods[J].EngineeringStructures,2000,22(4):352-363.
[9] LuY,HaoH,CarydisPG,MouzakisH.SeismicperformanceofRCframesdesignedforthreedifferentductilitylevels[J].EngineeringStructures,2001,23(5):537-547.
[10] MedhekarMS,KennedyDJL.Displacement-basedseismicdesignofbuildings-theory[J].EngineeringStructures,2000,22(3):201-209.
[11] MedhekarMS,KennedyDJL.Displacement-basedseismicdesignofbuildings-application[J].EngineeringStructures,2000,22(3):210-221.
[12] Teran-GilmoreA,AvilaE,RangelG.Ontheuseofplasticenergytoestablishstrengthrequirementsinductilestructures[J].EngineeringStructures,2003,25(8):965-980.
[13] 钱稼茹,罗文斌.建筑结构基于位移的抗震设计[J].建筑结构,2001,(4):3-6.
[14] 罗文斌,钱稼茹.钢筋混凝土框架基于位移的抗震设计[J].土木工程学报,2003,(5):22-29.
[15] 田颖,钱稼茹,刘凤阁.在用RC框架结构基于位移的抗震性能评估[J].建筑结构,2001,(7):53-56.
[16] FEMA356,PrestandardandCommentaryfortheSeismicRehabilitationofBuildings[R].FederalEmergencyManagementAgency,November2000.
[17] WittakerA,ConstantinouM,TsopelasP.DisplacementEstimatesFORPerformance-BasedSeismicDesign[J].JournalofStructuralEngineering,1998(8):905-912.
[18] 屈成忠,谢礼立.基于性态的砌块砌体结构极限性态目标位移确定方法的研究[J].地震工程与工程振动,2003,23(2):18-25.
[19] 郭子雄,吕西林,王亚勇.建筑结构在罕遇地震下弹塑性变形验算的讨论[J].工程抗震,1999,(1):13-18.
[20] FreemanSA.DevelopmentanduseofCapacitySpectrumMethod[A].Proc.6thUSConf.OnEarthquakeEngineering[C],Berkeley,Seattle,Washington,1998.
[21] 鲍雷T,普里斯特利MJN.钢筋混凝土和砌体结构的抗震设计[M].中国建筑工业出版社.
[22] 钱稼茹,吕文,方鄂华.基于位移延性的剪力墙抗震设计[J].建筑结构学报,1999,20(3):42-48.
[23] 王清湘,赵国藩,林立岩.高强混凝土柱延性的实验研究[J].建筑结构学报,1995,16(4):22-31.
[24] 程斌,等.基于能量的抗震设计[J].地震工程与工程振动,2003,23(1):64-68.
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