几种基于性能的结构抗震设计方法研究
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摘要
介绍了基于性能的结构抗震设计理论特点,着重探讨了几种常用的基于性能抗震设计方法,并进行了思考,认为基于性能的结构抗震设计是未来抗震设计的主要发展方向。
The main characteristics of performance-based seismic design(PBSD) are introduced in this paper.The usual performance-based seismic design methods are particularly proposed.It is supposed that PBSD is the main direction of seismic design in the future.
The main characteristics of performance-based seismic design(PBSD) are introduced in this paper.The usual performance-based seismic design methods are particularly proposed.It is supposed that PBSD is the main direction of seismic design in the future.
引文
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[3]杨溥,李英明,王亚勇.结构静力弹塑性分析(Push-over)方法的改进[J].建筑结构学报,2000,21(1):44～51Yang Pu,Li Ying-min,Wang Ya-yong.A Study onImprovement of Push-over Analysis[J].Journal ofBuilding Structures,2000,21(1):44～51(in Chinese)
[4]叶燎原,潘文.结构静力弹塑性分析(Push-over)的原理和计算实例[J].建筑结构学报,2000,21(1):37～43Ye Liao-yuan,Pan Wen.The Principle of NonlinearStatic Analysis(Push-over)and Numerical Examples[J].Journal of Building Structures,2000,21(1):37～43(in Chinese)
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[6]Applied Technology Council.Seismic Evaluation andRetrofit of Concrete buildings[S].ATC-40,California,1996
[7]王亚勇.关于设计反应谱、时程法和能量方法的探讨[J].建筑结构学报,2000,21(1):21～28Wang Ya-yong.A Review of Seismic Response Spectra,Time History Analysis and Energy Method[J].Journalof Building Structures,2000,21(1):21～28(inChinese)
[8]BSSC,NEHRP.Recommended Provisions for SeismicRegulations for New Building FEMA-272[S].1995
[9]Chopra A K,Goel R K.Capacity-demand-diagrammethods for estimating seismic deformation of inelasticstructures:SDF systems[R].Berkeley:PacificEarthquake Engrg Res Ctr.University of California,1999
[10]易伟建,张海燕.弹塑性反应谱的比较及其应用[J].湖南大学学报(自然科学版),2005,32(2):42～45Yi Wei-jian,Zhang Hai-yan.Comparison andApplication of Elastic-Plastic Response Spectra[J].Journal of Hunan University(Natural Science),2005,32(2):42～45(in Chinese)
[11]FEMA273.NEHRP Guidelines for the SeismicRehabilitation of Buildings[S].Federal EmergencyManagement Agency,Washington D.C,1997
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[13]Newmark N M,Hall W J.Earthquake Spectra andDesign[R].Berkeley,CA,EERI,1982
[14]Krawinkler H,Rahnama M.Effects of Soft Soils onDesign Spectra[A].Proceedings of the 10th WorldConference on Earthquake Engineering[C],Rotterdam,1992,10:5841～5846
[15]Vidic T,Fajfar P,Frschinger M.Consistent InelasticDesign Spectra:Strength and Displacement[J].Earthquake Engineering and Structural Dynamics,1994,23:507～521
[16]翟长海,谢礼立.工程结构等延性地震抗力谱研究[J].地震工程与工程振动,2004,1(24):22～29Zai Chang-hai,Xie Li-li.On seismic resistance spectraof constant ductility of structures[J].EarthquakeEngineering an Engineering Vibration,2004,1(24):22～29
[2]魏欢庆.基于性能的桥梁抗震设计及分析方法的研究[D].武汉:华中科技大学,2007Wei Huan-qing.Seismic Response Analytical Methodfor Bridge Structure-Based Seismic Design[D].Wuhan:Huazhong University of Science andTechnology,2007(in Chinese)
[3]杨溥,李英明,王亚勇.结构静力弹塑性分析(Push-over)方法的改进[J].建筑结构学报,2000,21(1):44～51Yang Pu,Li Ying-min,Wang Ya-yong.A Study onImprovement of Push-over Analysis[J].Journal ofBuilding Structures,2000,21(1):44～51(in Chinese)
[4]叶燎原,潘文.结构静力弹塑性分析(Push-over)的原理和计算实例[J].建筑结构学报,2000,21(1):37～43Ye Liao-yuan,Pan Wen.The Principle of NonlinearStatic Analysis(Push-over)and Numerical Examples[J].Journal of Building Structures,2000,21(1):37～43(in Chinese)
[5]Heimut Krawinkler,G D P K Seneviratna.Pros andCons of a Push-over Analysis of Seismic PerformanceEvaluation[J].Engineering Structure,1998,20(4～6):452～464
[6]Applied Technology Council.Seismic Evaluation andRetrofit of Concrete buildings[S].ATC-40,California,1996
[7]王亚勇.关于设计反应谱、时程法和能量方法的探讨[J].建筑结构学报,2000,21(1):21～28Wang Ya-yong.A Review of Seismic Response Spectra,Time History Analysis and Energy Method[J].Journalof Building Structures,2000,21(1):21～28(inChinese)
[8]BSSC,NEHRP.Recommended Provisions for SeismicRegulations for New Building FEMA-272[S].1995
[9]Chopra A K,Goel R K.Capacity-demand-diagrammethods for estimating seismic deformation of inelasticstructures:SDF systems[R].Berkeley:PacificEarthquake Engrg Res Ctr.University of California,1999
[10]易伟建,张海燕.弹塑性反应谱的比较及其应用[J].湖南大学学报(自然科学版),2005,32(2):42～45Yi Wei-jian,Zhang Hai-yan.Comparison andApplication of Elastic-Plastic Response Spectra[J].Journal of Hunan University(Natural Science),2005,32(2):42～45(in Chinese)
[11]FEMA273.NEHRP Guidelines for the SeismicRehabilitation of Buildings[S].Federal EmergencyManagement Agency,Washington D.C,1997
[12]FEMA356.NEHRP Commentary on the Guide lines forthe Rehabilitation of Buildings[S].Federal EmergencyManagement Agency,Washington D.C,2000
[13]Newmark N M,Hall W J.Earthquake Spectra andDesign[R].Berkeley,CA,EERI,1982
[14]Krawinkler H,Rahnama M.Effects of Soft Soils onDesign Spectra[A].Proceedings of the 10th WorldConference on Earthquake Engineering[C],Rotterdam,1992,10:5841～5846
[15]Vidic T,Fajfar P,Frschinger M.Consistent InelasticDesign Spectra:Strength and Displacement[J].Earthquake Engineering and Structural Dynamics,1994,23:507～521
[16]翟长海,谢礼立.工程结构等延性地震抗力谱研究[J].地震工程与工程振动,2004,1(24):22～29Zai Chang-hai,Xie Li-li.On seismic resistance spectraof constant ductility of structures[J].EarthquakeEngineering an Engineering Vibration,2004,1(24):22～29
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