建筑抗震设计理论研究进展
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摘要
在探讨建筑抗震设防标准涵义和内容的基础上,总结回顾了几种主要的结构抗震设计方法和地震反应分析方法的产生和发展,论述当前中国抗震设计中存在的问题,简要介绍了当前结构抗震理论研究中的发展方向.
Seismic design theory covers many advanced researches in the field of earthquake engineering. Based on discussing the meanings and contents of the seismic fortification criterion, this paper reviews the origins, development, and perspectives of several seismic design methods and earthquake response analysis methods. A few problems of seismic design theory of buildings in China are summarized. Finally, the recent development directions of seismic design research are briefly mentioned to help researchers to explore.
Seismic design theory covers many advanced researches in the field of earthquake engineering. Based on discussing the meanings and contents of the seismic fortification criterion, this paper reviews the origins, development, and perspectives of several seismic design methods and earthquake response analysis methods. A few problems of seismic design theory of buildings in China are summarized. Finally, the recent development directions of seismic design research are briefly mentioned to help researchers to explore.
引文
[1] ShunsukeOtani.Earthquakeresistantdesignofreinforcedconcretebuildings pastandfuture[J].JournalofAdvancedConcreteTechnology,2004,2(1):3-24.
[2] 谢礼立,张晓志,周雍年.论工程抗震设防标准[J].地震工程与工程振动,1996,16(1):1-18.XIELi li,ZHANGXiao zhi,ZHOUYong nian.Onthedesignofearthquakelevelforearthquakeresistantworks[J].EarthquakeEngineeringandEngineeringVibration,1996,16(1):1-18.
[3] 谢礼立,马玉宏.现代抗震设计理论的发展过程[J].国际地震动态,2003,298(10):1-8.XIELi li,MAYu hong.Thedevelopmentprocessofthemodernearthquakeresistantdesigntheory[J].RecentDevelopmentsinWorldSeismology,298(10):1-8.
[4] Park.Y.J,Ang.A.H S.Seismicdamageanalysisofreinforcedconcretebuildings[J].JournalofStructuralEngineering,ASCE,1985,111(4):740-756.
[5] Fajfar.P.Equivalentductilityfactorstakingintoaccountlow cyclefatigue[J].EarthquakeEngineeringandStructuralDynamics,1992,21:837-848.
[6] 吕大刚,王光远.基于损伤性能的抗震结构最优设防水准的决策方法[J].土木工程学报,2001,34(1):44-49.LUDa gang,WANGGuang yuan.Decision makingmethodofoptimalfortificationlevelforaseismicstructuresbasedondamageperformance[J].ChinaCivilEngineeringJournal,2001,34(1):44-49.
[7] 欧进萍,何 政,吴 斌,等.钢筋混凝土结构基于地震损伤性能的设计[J].地震工程与工程振动,1999,19(1):21-30.OUJin ping,HEZheng,WUBin,et.al.Seismicdamageperformance baseddesignofreinforcedconcretestructures[J].EarthquakeEngineeringandEngineeringVibration,1999,19(1):21-30.
[8] PaulayT.,PriestleyM.J.N.钢筋混凝土和砌体结构的抗震设计[M].北京:中国建筑工业出版社,1998,24PaulayT.,PriestleyM.J.N.Seismicdesignofreinforcedconcreteandmasonrybuildings[M].Beijing:ChinaArchitectureandBuildingPress,1998,24.
[9] RaulD.Bertero,VitelmoV.Bertero.Performance basedseismicengineering:theneedforareliableconceptualcomprehensiveapproach[J].EarthquakeEngineeringandStructuralDynamics,2002,31(3):627-652.
[10] Kiureghian.A.D.Structuralresponsetostationaryexcitation[J].J.EngineeringMechanics.ASCE,1980,106(6):1195-1213.
[11] 王虎栓,江近仁.高层建筑随机地震反应分析[J].地震工程与工程振动,1988,8(3):86-96.WANGHu shuan,JIANGJin ren.Randomseismicresponseanalysisforhigh risestructures[J].EarthquakeEngineeringandEngineeringVibration,1988,8(3):86-96.
[12] 李宏男.结构多维随机地震反应分析及抗震设计计算方法的研究[J].沈阳建筑工程学院学报,1995,11(1):81-87.LIHong nan.Researchesonrandomseismicresponseanalysisandaseismiccalculationmethodofthestructurestomultipleseismicexcitation[J].JournalofShenyangArchitecturalandCivilEngineeringInstitute,1995,11(1):81-87.
[13] 林家浩,钟万勰,张亚辉.大跨度结构抗震计算的随机振动方法[J].建筑结构学报,2000,21(1):29-36.LINJia hao,ZHONGWan xie,ZHANGYa hui.Seismicanalysisoflongspanstructuresbymeansofrandomvibrationapproach[J].JournalofBuildingStructures,2000,21(1):29-36.
[14] 曹 晖,赖 明,白绍良.小波理论在结构抗震研究中的应用探讨[J].世界地震工程,2001,17(3):70-74.CAOHui,LAIMing,BAIShao liang.Astudyontheapplicationofwavelettheoryinstructuralearthquake resistantresearch[J].WorldInformationonEarthquakeEngineering.2001,17(3):70-74.
[15] 叶燎原,肖梅玲.基于小波变换的地震反应分析[J].世界地震工程,2001,17(2):14-17.YELiao yuan,XIAOMei ling.Seismicresponseanalysisbasedonwavelettransform[J].WorldInformationonEarthquakeEngineering.2001,17(2):14-17.
[16] YamaJ,KuwamuraH.Applicationofwaveletstoanalysisandsimulationofearthquakemotions[J].EarthquakeEngineeringandStructuralDynamics,1999,28(3):255-272.
[17] 胡聿贤.中国地震工程五十年[J].建筑结构,1999(10):22-25.HUYu xian.Onthe50year'sdevelopmentofearthquakeengineeringinChina[J].BuildingStructure1999(10):22-25.
[18] 陈肇元.要大幅度提高建筑结构设计的安全度.建筑结构[J],1999(1):3-6.CHENZhao yuan.Proposalonraisingthesafetyofbuildingstructuredesign[J].BuildingStructure1999(1):3-6.
[19] 刘西拉,蒲德群.再论"必须提高我国结构安全设置水平"[J].建筑科学,2001,15(5):46-50.LIUXi la,PUDe quan.Anotherdiscussionon"structuralsafetylevelinourcountryshouldbeenhanced"[J].BuildingScience,1999,15(5):46-50.
[20] 朱建钢,黄兴建.经济增长速度对抗震设防标准的需求[J].自然灾害学报,1994,3(4):31-38.ZHUJian gang,HUANGXing jian.Demandofeconomicrisingrateforthestandardofpreparednessofearthquakeresistance[J].JournalofNaturaldisasters.1994,3(4):31-38.
[21] 李鸿晶,宗德玲.关于工程结构抗震设防标准的几个问题的讨论[J].防灾减灾工程学报,2003,23(2):100-105.LIHong jing,ZONGDe ling.Someproblemsonseismicfortificationcriteriaofengineeringstructures[J].JournalofDisasterPreventionandMitigationEngineering,2003,23(2):100-105.
[22] 王亚勇,郭子雄,吕西林.建筑抗震设计中地震作用取值———主要国家抗震规范比较[J].建筑科学,1999,15(5):36-39.WANGYa yong,GUOZi xiong,L櫣Xi lin.Earthquakeforceforseismicdesignofbuildings———Acomparisonofmainregulations[J].BuildingScience,1999,15(5):36-39.
[23] 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.GUOZi xiong,L櫣Xi lin,WANGYa yong.Suggestionsontheexaminationofelasto plasticinter storydriftofR.C.structuresundermaximumconsideredearthquakes[J].EarthquakeResistantEngineering,1999(1):13-18
[24] 朱幼麟.钢筋混凝土柱轴压比限值的研究[J].建筑结构,2000,30(10):23-27.ZHUYou lin.Researchonthelimitvaluesofaxialcompressionratioforreinforcedconcreteframecolumns[J].BuildingStructure,2000,30(10):23-27.
[25] 王亚勇.我国2000年抗震设计模式规范展望[J].建筑结构,1999,(6):32-37.WANGYa yong.Prospectsforthemodelcodeofyear2000forseismicdesignofbuildinginChina[J].BuildingStructure,1999(6):32-37.
[26] 陈肇元,杜拱辰.结构设计规范的可靠度设计方法质疑[J].建筑结构,2002,32(4):64-69.CHENZhao yuan,DUGong chen.Queriesaboutthereliabilitymethodinthestructuraldesigncodes[J].BuildingStructure,2002,32(4):64-69.
[27] 王亚勇.我国2000年工程抗震设计模式规范基本问题研究综述[J].建筑结构学报,2000,21(1):1-3.WANGYa yong.Asummaryofresearchonbasicproblemsin2000designmodeofseismicengineeringinChina[J].JournalofBuildingstructures,2000,21(1):1-3.
[28] 中国地震局科学技术委员会.我国地震科学技术发展现状与前景[EB/OL].http//jy.zjdz.gov.cn.2004-08-29.ScienceandTechnologyCommissionofChinaEarthquakeAdministration.DevelopingstatusandprospectofseismologicalscienceandtechnologyinChina[EB/OL].http//jy.zjdz.gov.cn.2004-08-29.
[29] 高丽燕,刘文锋,李建峰.ER阻尼器及其在结构地震反应中的应用[J].青岛建筑工程学院学报,2004,25(1):29-33.GAOLi yan,LIUWen feng,LIJian feng.ERdamperanditsapplicationinthecontrolofseismicresponseofstructures[J].JournalofQingdaoInstituteofArchitectureandEngineering,2004,25(1):29-33.
[30] Kobori,Takuji.Futuredirectiononresearchanddevelopmentofseismic response controlledstructures[J].MicrocomputersinCivilEngineering,1996,11(5):297-304.
[31] FumioYamazaki.SeismicmonitoringandearlydamageassessmentsystemsinJapan[J].ProgressinStructuralEngineeringandMaterials,2001,3(1):66-75.
[32] Mita,Akira,Takhira,etal.Asmartsensorusingamechanicalmemoryforstructuralhealthmonitoringofadamage controlledbuilding[J].SmartMaterialsandStructures,2003,12(2):204-209.
[2] 谢礼立,张晓志,周雍年.论工程抗震设防标准[J].地震工程与工程振动,1996,16(1):1-18.XIELi li,ZHANGXiao zhi,ZHOUYong nian.Onthedesignofearthquakelevelforearthquakeresistantworks[J].EarthquakeEngineeringandEngineeringVibration,1996,16(1):1-18.
[3] 谢礼立,马玉宏.现代抗震设计理论的发展过程[J].国际地震动态,2003,298(10):1-8.XIELi li,MAYu hong.Thedevelopmentprocessofthemodernearthquakeresistantdesigntheory[J].RecentDevelopmentsinWorldSeismology,298(10):1-8.
[4] Park.Y.J,Ang.A.H S.Seismicdamageanalysisofreinforcedconcretebuildings[J].JournalofStructuralEngineering,ASCE,1985,111(4):740-756.
[5] Fajfar.P.Equivalentductilityfactorstakingintoaccountlow cyclefatigue[J].EarthquakeEngineeringandStructuralDynamics,1992,21:837-848.
[6] 吕大刚,王光远.基于损伤性能的抗震结构最优设防水准的决策方法[J].土木工程学报,2001,34(1):44-49.LUDa gang,WANGGuang yuan.Decision makingmethodofoptimalfortificationlevelforaseismicstructuresbasedondamageperformance[J].ChinaCivilEngineeringJournal,2001,34(1):44-49.
[7] 欧进萍,何 政,吴 斌,等.钢筋混凝土结构基于地震损伤性能的设计[J].地震工程与工程振动,1999,19(1):21-30.OUJin ping,HEZheng,WUBin,et.al.Seismicdamageperformance baseddesignofreinforcedconcretestructures[J].EarthquakeEngineeringandEngineeringVibration,1999,19(1):21-30.
[8] PaulayT.,PriestleyM.J.N.钢筋混凝土和砌体结构的抗震设计[M].北京:中国建筑工业出版社,1998,24PaulayT.,PriestleyM.J.N.Seismicdesignofreinforcedconcreteandmasonrybuildings[M].Beijing:ChinaArchitectureandBuildingPress,1998,24.
[9] RaulD.Bertero,VitelmoV.Bertero.Performance basedseismicengineering:theneedforareliableconceptualcomprehensiveapproach[J].EarthquakeEngineeringandStructuralDynamics,2002,31(3):627-652.
[10] Kiureghian.A.D.Structuralresponsetostationaryexcitation[J].J.EngineeringMechanics.ASCE,1980,106(6):1195-1213.
[11] 王虎栓,江近仁.高层建筑随机地震反应分析[J].地震工程与工程振动,1988,8(3):86-96.WANGHu shuan,JIANGJin ren.Randomseismicresponseanalysisforhigh risestructures[J].EarthquakeEngineeringandEngineeringVibration,1988,8(3):86-96.
[12] 李宏男.结构多维随机地震反应分析及抗震设计计算方法的研究[J].沈阳建筑工程学院学报,1995,11(1):81-87.LIHong nan.Researchesonrandomseismicresponseanalysisandaseismiccalculationmethodofthestructurestomultipleseismicexcitation[J].JournalofShenyangArchitecturalandCivilEngineeringInstitute,1995,11(1):81-87.
[13] 林家浩,钟万勰,张亚辉.大跨度结构抗震计算的随机振动方法[J].建筑结构学报,2000,21(1):29-36.LINJia hao,ZHONGWan xie,ZHANGYa hui.Seismicanalysisoflongspanstructuresbymeansofrandomvibrationapproach[J].JournalofBuildingStructures,2000,21(1):29-36.
[14] 曹 晖,赖 明,白绍良.小波理论在结构抗震研究中的应用探讨[J].世界地震工程,2001,17(3):70-74.CAOHui,LAIMing,BAIShao liang.Astudyontheapplicationofwavelettheoryinstructuralearthquake resistantresearch[J].WorldInformationonEarthquakeEngineering.2001,17(3):70-74.
[15] 叶燎原,肖梅玲.基于小波变换的地震反应分析[J].世界地震工程,2001,17(2):14-17.YELiao yuan,XIAOMei ling.Seismicresponseanalysisbasedonwavelettransform[J].WorldInformationonEarthquakeEngineering.2001,17(2):14-17.
[16] YamaJ,KuwamuraH.Applicationofwaveletstoanalysisandsimulationofearthquakemotions[J].EarthquakeEngineeringandStructuralDynamics,1999,28(3):255-272.
[17] 胡聿贤.中国地震工程五十年[J].建筑结构,1999(10):22-25.HUYu xian.Onthe50year'sdevelopmentofearthquakeengineeringinChina[J].BuildingStructure1999(10):22-25.
[18] 陈肇元.要大幅度提高建筑结构设计的安全度.建筑结构[J],1999(1):3-6.CHENZhao yuan.Proposalonraisingthesafetyofbuildingstructuredesign[J].BuildingStructure1999(1):3-6.
[19] 刘西拉,蒲德群.再论"必须提高我国结构安全设置水平"[J].建筑科学,2001,15(5):46-50.LIUXi la,PUDe quan.Anotherdiscussionon"structuralsafetylevelinourcountryshouldbeenhanced"[J].BuildingScience,1999,15(5):46-50.
[20] 朱建钢,黄兴建.经济增长速度对抗震设防标准的需求[J].自然灾害学报,1994,3(4):31-38.ZHUJian gang,HUANGXing jian.Demandofeconomicrisingrateforthestandardofpreparednessofearthquakeresistance[J].JournalofNaturaldisasters.1994,3(4):31-38.
[21] 李鸿晶,宗德玲.关于工程结构抗震设防标准的几个问题的讨论[J].防灾减灾工程学报,2003,23(2):100-105.LIHong jing,ZONGDe ling.Someproblemsonseismicfortificationcriteriaofengineeringstructures[J].JournalofDisasterPreventionandMitigationEngineering,2003,23(2):100-105.
[22] 王亚勇,郭子雄,吕西林.建筑抗震设计中地震作用取值———主要国家抗震规范比较[J].建筑科学,1999,15(5):36-39.WANGYa yong,GUOZi xiong,L櫣Xi lin.Earthquakeforceforseismicdesignofbuildings———Acomparisonofmainregulations[J].BuildingScience,1999,15(5):36-39.
[23] 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.GUOZi xiong,L櫣Xi lin,WANGYa yong.Suggestionsontheexaminationofelasto plasticinter storydriftofR.C.structuresundermaximumconsideredearthquakes[J].EarthquakeResistantEngineering,1999(1):13-18
[24] 朱幼麟.钢筋混凝土柱轴压比限值的研究[J].建筑结构,2000,30(10):23-27.ZHUYou lin.Researchonthelimitvaluesofaxialcompressionratioforreinforcedconcreteframecolumns[J].BuildingStructure,2000,30(10):23-27.
[25] 王亚勇.我国2000年抗震设计模式规范展望[J].建筑结构,1999,(6):32-37.WANGYa yong.Prospectsforthemodelcodeofyear2000forseismicdesignofbuildinginChina[J].BuildingStructure,1999(6):32-37.
[26] 陈肇元,杜拱辰.结构设计规范的可靠度设计方法质疑[J].建筑结构,2002,32(4):64-69.CHENZhao yuan,DUGong chen.Queriesaboutthereliabilitymethodinthestructuraldesigncodes[J].BuildingStructure,2002,32(4):64-69.
[27] 王亚勇.我国2000年工程抗震设计模式规范基本问题研究综述[J].建筑结构学报,2000,21(1):1-3.WANGYa yong.Asummaryofresearchonbasicproblemsin2000designmodeofseismicengineeringinChina[J].JournalofBuildingstructures,2000,21(1):1-3.
[28] 中国地震局科学技术委员会.我国地震科学技术发展现状与前景[EB/OL].http//jy.zjdz.gov.cn.2004-08-29.ScienceandTechnologyCommissionofChinaEarthquakeAdministration.DevelopingstatusandprospectofseismologicalscienceandtechnologyinChina[EB/OL].http//jy.zjdz.gov.cn.2004-08-29.
[29] 高丽燕,刘文锋,李建峰.ER阻尼器及其在结构地震反应中的应用[J].青岛建筑工程学院学报,2004,25(1):29-33.GAOLi yan,LIUWen feng,LIJian feng.ERdamperanditsapplicationinthecontrolofseismicresponseofstructures[J].JournalofQingdaoInstituteofArchitectureandEngineering,2004,25(1):29-33.
[30] Kobori,Takuji.Futuredirectiononresearchanddevelopmentofseismic response controlledstructures[J].MicrocomputersinCivilEngineering,1996,11(5):297-304.
[31] FumioYamazaki.SeismicmonitoringandearlydamageassessmentsystemsinJapan[J].ProgressinStructuralEngineeringandMaterials,2001,3(1):66-75.
[32] Mita,Akira,Takhira,etal.Asmartsensorusingamechanicalmemoryforstructuralhealthmonitoringofadamage controlledbuilding[J].SmartMaterialsandStructures,2003,12(2):204-209.
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