震损钢筋混凝土结构减震加固研究进展
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摘要
震损钢筋混凝土结构如何考虑损伤影响以进行减震加固设计是值得研究的问题。本文介绍了国内外相关建筑加固与减震设计的系列标准规范,基于震损结构的各种加固工况探讨了减震加固技术的适用范围,概括了国内外有关消能减震加固技术的发展及其应用于震损结构加固的研究现状,简述了灾后震损结构进行减震加固的几种设计方法,并列出了部分典型的减震加固工程实例。最后,在已有研究的基础上,指出了现阶段震损结构减震加固研究中仍存在的一些问题。
In the design process of earthquake-damaged RC buildings retrofitted with added damping system,how to take the structural damage influences into account is deemed to be a key issue worthy of further research.Pursuant to this,some standards and codes related to seismic retrofit and energy dissipating design of buildings around the world are introduced,and the scope for application of energy dissipation technology to seismic retrofit is discussed based on various retrofitting measures towards earthquake-damaged structures.Moreover,the research status of damping retrofit technology and its application to seismic retrofit of earthquake-damaged structures are summarized,and several retrofitting design methods of earthquake-damaged structures using added damping system are stated,as well as numbers of typical engineering samples.In the end,some questions in current research on retrofit of earthquake-damaged structures with added damping system are pointed out.
In the design process of earthquake-damaged RC buildings retrofitted with added damping system,how to take the structural damage influences into account is deemed to be a key issue worthy of further research.Pursuant to this,some standards and codes related to seismic retrofit and energy dissipating design of buildings around the world are introduced,and the scope for application of energy dissipation technology to seismic retrofit is discussed based on various retrofitting measures towards earthquake-damaged structures.Moreover,the research status of damping retrofit technology and its application to seismic retrofit of earthquake-damaged structures are summarized,and several retrofitting design methods of earthquake-damaged structures using added damping system are stated,as well as numbers of typical engineering samples.In the end,some questions in current research on retrofit of earthquake-damaged structures with added damping system are pointed out.
引文
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[3]ATC-20.Procedures for Post-earthquake SafetyEvaluation of Buildings(1989,1995)[S],De-factoNational Standard
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[5]ATC-40.Seismic Evaluation and Retrofit of ConcreteBuildings[S].Applied Technology Council,Red WoodCity,California,1996
[6]FEMA-273/274.NEHRP(and Commentary/)Guidelines for the Rehabilitation of Buildings[S].Prepared by the Applied Technology Council(ATC)forthe Building Seismic Safety Council,Published by theFederal Emergency Management Agency,Washington,D.C.,1997
[7]FEMA-356.Prestandard and Commentary for theSeismic Rehabilitation of Buildings[S].Prepared by theAmerican Society for Civil Engineers(ASCE)for theFederal Emergency Management Agency,Washington,D.C.,2000
[8]DB51/T5059-2008,四川省建筑抗震鉴定与加固技术规程[S].四川省建设厅,2008DB51/T5059-2008,Technical Specification for SeismicAppraisement and Strengthening of Building in SichuanProvince[S].Hall of Housing and Urban-RuralDevelopment of Sichuan Province,2008
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[11]ASCE 7-05 Seismic Provisions.Section 18:SeismicDesign Requirements for Structures with DampingSystems[S].Prepared by the American Society of CivilEngineers for the Federal Emergency ManagementAgency,Washington,D.C.,2005
[12]EC8.Euro code 8:Design of Structures for EarthquakeResistance.General rules,Seismic Actions and Rulesfor Buildings[S].EN1998-1:2003,British StandardsInstitution,London,2003
[13]JSSI Manual.Design and Construction Manual forPassively Controlled Buildings[M],Japan Society ofSeismic Isolation.Tokyo,Japan,1st Ed.405pages,2nd Ed.515 pages,2nd Ed&2nd Print 509 pages,2003,2005,2007
[14]JG/T209-2007,建筑消能阻尼器[S].北京:中国标准出版社,2007JG/T209-2007,Dampers for Vibration EnergyDissipation of Buildings[S].Beijing:Standard Press ofChina,2007(in Chinese)
[15]09SG610-2,建筑结构消能减震(振)设计[S].北京:中国计划出版社,200909SG610-2,Design of Energy Dissipation and VibrationReduction for Buildings[S].Beijing:China PlanningPress,2009(in Chinese)
[16]通海地震影响调查组.通海地震的烈度分布与场地影响[R].地震工程研究报告集,1977Investigate Team of Tonghai Earthquake.The IntensityDistribution and Field Influence of Tonghai Earthquake[R].Research Report Set of Earthquake Engineering,1977(in Chinese)
[17]民用建筑抗震组.阳江地震中多层砖房的震害及其地震荷载系数的反算[R].地震工程研究报告集,1977Seismic Group of Civil Buildings.Damages of Multi-story Brick Buildings and Inverse Computation of ItsSeismic Load Factors in Yangjiang Earthquake[R].Research Report Set of Earthquake Engineering,1977(in Chinese)
[18]Lomnitz C and Rosenblueth E(Editors).Seismic Riskand Engineering Decisions[M].Elsevier ScientificPublishing Company,Amsterdam-Oxford-New York,N.Y.,1976
[19]胡聿贤.地震工程学(第二版)[M].北京:地震出版社,2006Hu Yu-xian.Earthquake Engineering(the second edition)[M].Beijing:Seismological Press,2006(in Chinese)
[20]Reinhorn A M,Constantinou M C,Li C.Use of Supplemental Damping Devices for Seismic Strengthening of Lightly Reinforced Concrete Frames[M].NIST Workshop,1995
[21]Soong T T,Spencer B F.Supplemental Energy Dissipation:State-of-the-art and State-of-the Practice[J].Engineering Structures,2002,24(3):243～259
[22]Martinez-Rodrigo M,Romero M L.An Optimum Retrofit Strategy for Moment Resisting Frames with Nonlinear Viscous Dampers for Seismic Applications[J].Engineering Structures,2003,25(7):913～925
[23]Reinhorn A M,Viti S,Cimellaro G P.Retrofit of Structures:Strength Reduction with Damping Enhancement[A].Proceedings of the37 th UJNR Panel Meeting on Wind and Seismic Effects[C],Tsukuba,Japan,2005
[24]Oliveto G,Marletta M.Seismic Retrofitting of Reinforced Concrete Buildings using Traditional and Innovative Techniques[J].ISET Journal of Earthquake Technology,2005,42(2～3):21～46
[25]Weng D G,Zhang C,Lu X L.Application of Energy Dissipation Technology to C-category Frame Structure of School Buildings for Seismic Retrofit of Increasing Precautionary Intensity[J].Advanced Materials Research,2011,163-167:3480-3487
[26]李洪泉,陈颖,欧进萍,等.地震损伤钢筋混凝土结构耗能减震加固设计实用方法[J].世界地震工程,2001,17(4):42-47 Li Hong-quan,Chen Ying,Ou Jin-ping,et al.A Practical Method of Seismic Retrofit of RC Frame Using Energy Dissipation Device[J].World Earthquake Engineering,2001,17(4):42～47(in Chinese)
[27]Dargush G F,Sant R S.Evolutionary Aseismic Design and Retrofit of Structures with Passive Energy Dissipation[J].Earthquake Engineering and Structural Dynamics,2005,34(13):1601～1626
[28]Lin Y Y,Chang K C,Chen C Y.Direct Displacement-based Design for Seismic Retrofit of Existing Buildings Using Nonlinear Viscous Dampers[J].Bulletin of Earthquake Engineering,2008,6(3):535～552
[29]Weng D G,Zhang R F,Zhang S M,et al.Application of Energy Dissipation Method Based on Seismic Performance and Demand for Post-earthquake R.C.Frame Retrofit[A].Proceedings of 11 th World Conference on Seismic Isolation,Energy Dissipation and Active Vibration Control of Structures[C],Guangzhou,China,2009
[30]李洪泉,吕西林.钢筋混凝土框架地震损伤识别与采用耗能装置修复的试验研究[J].建筑结构学报,2001,22(3):9～14 Li Hong-quan,Lu Xi-lin.Experimental Research on the Earthquake Damage Identification of RC Frame and Retrofit of Damaged RC Frame Using Passive Energy Devices[J].Journal of Building Structures,2001,22(3):9～14(in Chinese)
[31]李洪泉,吴波,欧进萍.结构地震损伤后的抗震能力评估与试验[J].南京工业大学学报(自然科学版),2002,24(1):62～66 Li Hong-quan,Wu Bo,Ou Jin-ping.Research and Assessment Method of Aseismic Capacity About Structure of Seismic Damage[J].Journal of Nanjing University of Technology(Natural Science Edition),2002,24(1):62～66(in Chinese)
[32]翁大根,俞惠芳,吕西林.消能支撑加固框架的振动台试验研究[A].第一届全国抗震加固改造技术学术交流会论文集[C].云南:云南大学出版社,2004 Weng Da-gen,Yu Hui-fang,Lu Xi-lin.Research on Shaking Table Test of Frames Retrofitted with Energy Dissipation Braces[A]Proceeding of the First National Academic Exchange about Seismic Retrofit Technology[C].Yunnan Province:Yunnan University Press,2004(in Chinese)
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