静力弹塑性分析方法的研究现状
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摘要
静力弹塑性(push-over)分析方法是一种用于评估结构抗震性能的非线性分析方法,由于其具有简便、实用、可靠的优点,近年来在国内外得到了广泛的关注和研究。文章对该方法的研究意义、研究现状进行了探讨,并就其基本原理和主要研究内容进行了论述,最后针对该方法存在的问题提出了一点看法。
Push-over analysis method is a nonlinear method for structure seismic evaluation,which is widely focused on and studied at home and abroad due to its advantages of simpleness、practicality and trustiness.This paper discusses the meaning and current status of study on Push-over analysis method.Then the principle and primary researches of this method are described.Finally some opinions are developed on the problems existing at Push-over analysis method.
Push-over analysis method is a nonlinear method for structure seismic evaluation,which is widely focused on and studied at home and abroad due to its advantages of simpleness、practicality and trustiness.This paper discusses the meaning and current status of study on Push-over analysis method.Then the principle and primary researches of this method are described.Finally some opinions are developed on the problems existing at Push-over analysis method.
引文
[1]Juan C.Dela Llera,Anil K.Chocra.“A simplified modelfor analysis and design of symmetric-plan buildings”,Earth-quake Engineering and Structural Dynamics,1995,24:573-594.
[2]Peter Fajfar.“Capacity spectrum Method Based on In-elastic Demand Spectra”,Earthquake Engineering and Struc-tural Dynamics,Vo1.28,1999:979-993.
[3]Mark Aschheim,Edgar F.Black.“Yield Point Spectra forSeismic Design and Rehabilitation”,Earthquake Spectrum,2000,16:317-338.
[4]Joann Browning et al.“Performance Assessment for a Re-inforced Concrete Frame Building”,Earthquake Spectrum,2000,16:541-559.
[5]Giuseppe Faella.“Evaluation of the R/C structures seis-mic response by means of nonlinear static push-over analy-sis”,11th World Conference on Earthquake Engineering,Mex-ico,1996.
[6]A.S.Maoghadam,W.K.Tso.“Damage assessment of ec-centric multistory buildings using 3-D push-over analysis”,11th World Conference on Earthquake Engineering,Mexico,1996.
[7]Terrence F.Paret,Kent K.Sasaki,Daniel H.Eibeck,Signund A.Freeman.“Approximate Inelastic Procedures to I-dentify Failure Mechanisms from Higher Mode Effects”,11thWorld Conference on Earthquake Engineering,Mexico,1996.
[8]Peter Fajfar.“A Nonlinear Analysis Method for Perfor-mance-based Seismic Design”,Earthquake Spectrum,1999,15:573-592.
[9]R.S.Lawson,V.Vance,H.Krawinkler.“Nonlinear staticpush-over analysis-why,when and how?”Proc,5th U.S.Con-ference on Earthquake Engineering,Chicago,Volume1,1994:283-292.
[10]ATC,“Seismic Evaluation and Retrofit of Concrete Buildings”[R],Report No.ATC-40.Applied Technology Coun-cil,Redwood City,California,1996.
[11]Federal Emergency Management Agency.Guidelines and Commentary for the Seismic Rehabilitation of Buildings[M].FEMA 274,1998.
[12]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(1).
[13]钱稼茹,罗文斌.静力弹塑性分析一基于性能/位移抗震设计的分析工具[J].建筑结构,2000(6).
[14]杨溥,李英民,王亚勇,等.结构弹塑性分析(Push-over)方法的改进[J].建筑结构学报,2000(1).
[15]杨溥,李东,李英民,等.抗震结构静力弹塑性分析(Push-over)方法的研究进展[J].重庆建筑大学学报,2000(增刊).
[16]欧进萍,侯钢领,吴斌.概率Push-over分析方法及其在结构体系抗震可靠度评估中的应用[J].建筑结构学报,2001(6).
[17]魏巍,冯启民.几种push-over分析方法对比研究[J].地震工程与工程振动,2002(4):66-73.
[18]尹华伟,江梦甫,周锡元.结构静力弹塑性分析方法的研究和改进[J].工程力学,2003(4).
[19]汪梦甫,周锡元.高层建筑结构抗震弹塑性分析方法及抗震性能评估的研究[J].土木工程学报,2003(11).
[20]侯爽,欧进萍.结构Pushover分析的侧向力分布及高阶振型影响[J].地震工程与工程振动,2004,24(3).
[21]李琪,顾荣蓉,缪志伟,王德信.基于位移模式静力弹塑性分析方法的研究[J].河海大学学报,2005,33(6).
[22]张思海,梁兴文,邓明科.被动耗能减震结构基于能力谱法的抗震设计方法研究[J].土木工程学报,2006(7):26-32.
[23]叶献国.多层建筑结构抗震性能的近似评估[J].工程抗震,1998(4).
[24]Craig D.Compartin et al.“Seismic Evaluation andRetrofit of Concrete Buildings:A Practical Overview of theATC-40 Document”,Earthquake Spectrum,2000,16:241-260.
[25]Anil K.Chopra,Rakesh K,Goel.“Capacity-Demand-Di-agram Methods Based on Inelastic Design Spectrum”,Earth-quake Spectrum,1999,15:637-656.
[26]Balram Gupta,Sashi K.Kunnath.“Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Struc-tures”,Earthquake Spectrum,2000,16:367-391.
[27]Tso W K.Pushover analyses:a tool for performance-based seismic design.The 5th Conference on T all Buildings,Hongkong.1998(23):2-9.
[28]钱稼茹,邹积麟.静力弹塑性分析在工程中的应用研究[C].第七届高层建筑抗震技术交流会论文集,1999,10.
[29]Yang Pu.A Study on Improvement of Pushover Analysis(CD).12th World Conference On Earthquake Engineering.2000,Paper No.1940:1-5.
[30]Misael Requena.Evaluation of a Simplified Method forthe Determination of the Nonlinear Seismic Response of RCFrames(CD).12th world Conference On Earthquake Engineer-ing.2000,Paper No.2109:7-11.
[31]毛华,丁浩民.某复杂高层钢结构静力弹塑性分析及性能评价[J].结构工程师,2006(1):22-27,33.
[32]孙景江.钢筋混凝土结构地震反应分析和试验的若干研究[D]:[博士学位论文].北京:中国地震局工程力学研究所,2001:47-52.
[2]Peter Fajfar.“Capacity spectrum Method Based on In-elastic Demand Spectra”,Earthquake Engineering and Struc-tural Dynamics,Vo1.28,1999:979-993.
[3]Mark Aschheim,Edgar F.Black.“Yield Point Spectra forSeismic Design and Rehabilitation”,Earthquake Spectrum,2000,16:317-338.
[4]Joann Browning et al.“Performance Assessment for a Re-inforced Concrete Frame Building”,Earthquake Spectrum,2000,16:541-559.
[5]Giuseppe Faella.“Evaluation of the R/C structures seis-mic response by means of nonlinear static push-over analy-sis”,11th World Conference on Earthquake Engineering,Mex-ico,1996.
[6]A.S.Maoghadam,W.K.Tso.“Damage assessment of ec-centric multistory buildings using 3-D push-over analysis”,11th World Conference on Earthquake Engineering,Mexico,1996.
[7]Terrence F.Paret,Kent K.Sasaki,Daniel H.Eibeck,Signund A.Freeman.“Approximate Inelastic Procedures to I-dentify Failure Mechanisms from Higher Mode Effects”,11thWorld Conference on Earthquake Engineering,Mexico,1996.
[8]Peter Fajfar.“A Nonlinear Analysis Method for Perfor-mance-based Seismic Design”,Earthquake Spectrum,1999,15:573-592.
[9]R.S.Lawson,V.Vance,H.Krawinkler.“Nonlinear staticpush-over analysis-why,when and how?”Proc,5th U.S.Con-ference on Earthquake Engineering,Chicago,Volume1,1994:283-292.
[10]ATC,“Seismic Evaluation and Retrofit of Concrete Buildings”[R],Report No.ATC-40.Applied Technology Coun-cil,Redwood City,California,1996.
[11]Federal Emergency Management Agency.Guidelines and Commentary for the Seismic Rehabilitation of Buildings[M].FEMA 274,1998.
[12]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(1).
[13]钱稼茹,罗文斌.静力弹塑性分析一基于性能/位移抗震设计的分析工具[J].建筑结构,2000(6).
[14]杨溥,李英民,王亚勇,等.结构弹塑性分析(Push-over)方法的改进[J].建筑结构学报,2000(1).
[15]杨溥,李东,李英民,等.抗震结构静力弹塑性分析(Push-over)方法的研究进展[J].重庆建筑大学学报,2000(增刊).
[16]欧进萍,侯钢领,吴斌.概率Push-over分析方法及其在结构体系抗震可靠度评估中的应用[J].建筑结构学报,2001(6).
[17]魏巍,冯启民.几种push-over分析方法对比研究[J].地震工程与工程振动,2002(4):66-73.
[18]尹华伟,江梦甫,周锡元.结构静力弹塑性分析方法的研究和改进[J].工程力学,2003(4).
[19]汪梦甫,周锡元.高层建筑结构抗震弹塑性分析方法及抗震性能评估的研究[J].土木工程学报,2003(11).
[20]侯爽,欧进萍.结构Pushover分析的侧向力分布及高阶振型影响[J].地震工程与工程振动,2004,24(3).
[21]李琪,顾荣蓉,缪志伟,王德信.基于位移模式静力弹塑性分析方法的研究[J].河海大学学报,2005,33(6).
[22]张思海,梁兴文,邓明科.被动耗能减震结构基于能力谱法的抗震设计方法研究[J].土木工程学报,2006(7):26-32.
[23]叶献国.多层建筑结构抗震性能的近似评估[J].工程抗震,1998(4).
[24]Craig D.Compartin et al.“Seismic Evaluation andRetrofit of Concrete Buildings:A Practical Overview of theATC-40 Document”,Earthquake Spectrum,2000,16:241-260.
[25]Anil K.Chopra,Rakesh K,Goel.“Capacity-Demand-Di-agram Methods Based on Inelastic Design Spectrum”,Earth-quake Spectrum,1999,15:637-656.
[26]Balram Gupta,Sashi K.Kunnath.“Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Struc-tures”,Earthquake Spectrum,2000,16:367-391.
[27]Tso W K.Pushover analyses:a tool for performance-based seismic design.The 5th Conference on T all Buildings,Hongkong.1998(23):2-9.
[28]钱稼茹,邹积麟.静力弹塑性分析在工程中的应用研究[C].第七届高层建筑抗震技术交流会论文集,1999,10.
[29]Yang Pu.A Study on Improvement of Pushover Analysis(CD).12th World Conference On Earthquake Engineering.2000,Paper No.1940:1-5.
[30]Misael Requena.Evaluation of a Simplified Method forthe Determination of the Nonlinear Seismic Response of RCFrames(CD).12th world Conference On Earthquake Engineer-ing.2000,Paper No.2109:7-11.
[31]毛华,丁浩民.某复杂高层钢结构静力弹塑性分析及性能评价[J].结构工程师,2006(1):22-27,33.
[32]孙景江.钢筋混凝土结构地震反应分析和试验的若干研究[D]:[博士学位论文].北京:中国地震局工程力学研究所,2001:47-52.
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