并联隔震研究与应用现状综述
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摘要
在分析夹层橡胶垫隔震技术和摩擦滑移隔震技术优缺点的基础上提出了并联隔震体系。总结相关实验和研究成果,讨论了在应用中存在的一些问题。
The parallel isolation system is introduced after the advantages and disadvantages of the sliding base-iso- lation and the rubber base-isolation are discussed.Then the research achievements in the fields are summarized. Finally some problems in the applications are discussed.
The parallel isolation system is introduced after the advantages and disadvantages of the sliding base-iso- lation and the rubber base-isolation are discussed.Then the research achievements in the fields are summarized. Finally some problems in the applications are discussed.
引文
[1]日本免震构造协会．叶列平译．图解隔震结构入门[M]．科学出版社,1998．
[2]周福霖．工程结构减震控制[M]．北京:地震出版社．1997．
[3]唐家祥,刘再华．建筑结构基础隔震[M]．北京．地震出版社．1997．
[4]党育,杜永峰,李慧,等．基础隔震结构的耗能分析[J]．世界地震工程．2005,21(3):100～104．
[5]GB50011-2001．建筑抗震设计规范[S]．中国建筑工业出版社,2001．
[6]Skinner R I．谢礼立,周雍年,赵兴权译．地震工程概论[M],北京:地震出版社,1996．
[7]Recommended lateral force requirements commentary seis- mology committee structural.Engineering Association of Califor- nia,1990.
[8]周锡元,樊水荣,苏经宇．地震区砌体房屋的高度限制与隔震措施．砌体结构隔震减震方法及工程应用研究[D]．中国建筑科学研究院抗震所,1996．
[9]李夫,刘武靖．高层结构隔震设计工程实例[J]．山西建筑,2002,28(7):22～23．
[10]王曙光,刘伟庆,冯陈．宿迁府苑小区某商住楼隔震设计[J]．世界地震工程,2001,17(4):139～142．
[11]陈华明,刘伟庆．基础隔震住宅楼方案的应用[J]．工业建筑,2004,34(11):94～96．
[12]范苏榕,陈华明,刘伟庆．住宅楼基础隔震设计应用实例[J]．重庆建筑大学学报,2004,26(6):116～119．
[13]陈华明,刘伟庆．橡胶隔震支座在底框结构中的应用实例[J]．工程抗震,2004,2:35～38．
[14]刘伟庆,董军,王曙光,等．宿迁市文体综合馆基础隔震设计[J]．建筑结构学报,2003,24(2):20～23．
[15]王优龙,魏琏,等．隔震技术的研究和应用[M]．北京:地震出版社,1997．
[16]Westermo B,Udwadia F.Periodic response of a sliding oscillator system to harmonic excitation.Earthquake Engineering .struct.Dyn,1983,11(3):355～366
[17]Nagrajaiah S,Reinhorn M,Constantinou M C.Torsional coupling in sliding base-isolated structures.ASCE Journal of Structural Engineering,1993.119(1):130～149.
[18]张文芳,程文瀼,等．九层房屋基础滑移隔震的试验、分析及应用研究[J]．建筑结构学报,2000,21(3):60～68．
[19]J.M.Kelly.Aseismic base isolation:review and bibliog- raphy,Soil Dyn Earthquake Engrg.1986;5(3):212～226.
[20]Nagarajaiah S.System identification of base isolated UBS ??hospital building from recorded response.Shock and Vibration Di- gest,2000,32(1):28.
[21]Inaudi J A,Kelly J M.Minimum variance control of base-isolated floors.ASCE Journal of Structural Engineering, 1993,119(2):438～453.
[22]Kelly J M,Leitmann G,Soldatos A G,Robust control of base-isolated structures under earthquakes excitation.Journal of Optimization Theory and Application,1987,53(2):159～180.
[23]Pu Jun Ping,Kelly J M.Active control and seismic iso- lation.ASCE Journal of Engineering Mechanics,1991,117(10): 2221～2236.
[24]Yang J N,Li Z,Vongchavalitkal S.Stochastic hybrid control of hysteretic structures.Probabilistic Engineering Me- chanics,1994,9(1-2):125～133.
[25]Constantinou M C,Reinhorn A M,Mokha A S.Study of sliding bearing and helical-steel-spring isolation system[J] .J.Struct.Engrg.ASCE,1991,174(4):1257～1275.
[26]Mostaghel N,Khodaverdian M.Sdismic response of struc- tures supported on R-FBI systems[J].Earthquake En- grg.Struct.Dyn,1988,16(6):839～854.
[27]Franco Braga,Michelangelo Laterza.Field testing of low-rise base isolated building.Engineering Struc- tures.2004.26:1599～1610.
[28]杨树标,孙武,别慧中,等．并联复合隔震支座性能的试验研究[J]．煤炭工程,2003(1):62～64．
[29]朱玉华．吕西林,等．组合隔震系统滑移支座的滑移系数研究[J]．结构工程师．2001(2)．34-44．
[30]Su,Lin;Ahmadi,Goodarz;Tadjbakhsh,Iradj G.Per- ??formance of sliding resilient-friction base-isolation system Journal of Structural Engineering.1991,1:165～181.
[31]孙武,杨树标,吴斌,等．并联复合隔震结构地震反应时程分析[J]．河北建筑科技学院学报,2004,21(1):52～54．
[32]别慧中,王金光,黄宝平．并联复合隔震技术研究[J]．煤炭工程,2003(8):59～61．
[33]李俊,李爱群,程文瀼．基础橡胶垫、滑移和混合隔震房屋的动力特性分析[J]．南京航空航天大学学报, 2002．22-26．
[34]杨树标．砌体并联复合隔震体系的隔震性能研究[J]．工业建筑,2000,30(12):15～17．
[35]周锡元,韩淼,李大望,等．并联和串联基础隔震体系地震反应的某些特征[J]．工程抗震,1995,4:1～5．
[36]李爱群,毛利军．并联基础隔震体系和地震反应特征与隔震层参数的优选[J]．工程抗震与加固改造,2005．27 (2):27～31．
[37]张富有．程文瀼．赵世峰．宿迁市通成山庄住宅并联基础隔震体系中托墙梁德设计与研究．[J]．工业建筑, 2002．32(8):27～31．
[38]荣强,程文瀼．并联隔震体系的自适应保护特性[J]．工程抗震与加固改造,2006．28(1):80～82．
[39]张富有,陈雪昕．奎山小区住宅楼并联基础隔震结构设计研究[J]．广东土木与建筑,2005(7):3～4．
[40]张富有,程文瀼,常业军．通成山庄住宅楼并联隔震结构设计研究[J]．工程抗震,2004(4):7～11．
[41]毛利军,李爱群．基础滑移隔震体系的地震反应谱[J]．土木工程学报．2004．37(2):58～65．
[2]周福霖．工程结构减震控制[M]．北京:地震出版社．1997．
[3]唐家祥,刘再华．建筑结构基础隔震[M]．北京．地震出版社．1997．
[4]党育,杜永峰,李慧,等．基础隔震结构的耗能分析[J]．世界地震工程．2005,21(3):100～104．
[5]GB50011-2001．建筑抗震设计规范[S]．中国建筑工业出版社,2001．
[6]Skinner R I．谢礼立,周雍年,赵兴权译．地震工程概论[M],北京:地震出版社,1996．
[7]Recommended lateral force requirements commentary seis- mology committee structural.Engineering Association of Califor- nia,1990.
[8]周锡元,樊水荣,苏经宇．地震区砌体房屋的高度限制与隔震措施．砌体结构隔震减震方法及工程应用研究[D]．中国建筑科学研究院抗震所,1996．
[9]李夫,刘武靖．高层结构隔震设计工程实例[J]．山西建筑,2002,28(7):22～23．
[10]王曙光,刘伟庆,冯陈．宿迁府苑小区某商住楼隔震设计[J]．世界地震工程,2001,17(4):139～142．
[11]陈华明,刘伟庆．基础隔震住宅楼方案的应用[J]．工业建筑,2004,34(11):94～96．
[12]范苏榕,陈华明,刘伟庆．住宅楼基础隔震设计应用实例[J]．重庆建筑大学学报,2004,26(6):116～119．
[13]陈华明,刘伟庆．橡胶隔震支座在底框结构中的应用实例[J]．工程抗震,2004,2:35～38．
[14]刘伟庆,董军,王曙光,等．宿迁市文体综合馆基础隔震设计[J]．建筑结构学报,2003,24(2):20～23．
[15]王优龙,魏琏,等．隔震技术的研究和应用[M]．北京:地震出版社,1997．
[16]Westermo B,Udwadia F.Periodic response of a sliding oscillator system to harmonic excitation.Earthquake Engineering .struct.Dyn,1983,11(3):355～366
[17]Nagrajaiah S,Reinhorn M,Constantinou M C.Torsional coupling in sliding base-isolated structures.ASCE Journal of Structural Engineering,1993.119(1):130～149.
[18]张文芳,程文瀼,等．九层房屋基础滑移隔震的试验、分析及应用研究[J]．建筑结构学报,2000,21(3):60～68．
[19]J.M.Kelly.Aseismic base isolation:review and bibliog- raphy,Soil Dyn Earthquake Engrg.1986;5(3):212～226.
[20]Nagarajaiah S.System identification of base isolated UBS ??hospital building from recorded response.Shock and Vibration Di- gest,2000,32(1):28.
[21]Inaudi J A,Kelly J M.Minimum variance control of base-isolated floors.ASCE Journal of Structural Engineering, 1993,119(2):438～453.
[22]Kelly J M,Leitmann G,Soldatos A G,Robust control of base-isolated structures under earthquakes excitation.Journal of Optimization Theory and Application,1987,53(2):159～180.
[23]Pu Jun Ping,Kelly J M.Active control and seismic iso- lation.ASCE Journal of Engineering Mechanics,1991,117(10): 2221～2236.
[24]Yang J N,Li Z,Vongchavalitkal S.Stochastic hybrid control of hysteretic structures.Probabilistic Engineering Me- chanics,1994,9(1-2):125～133.
[25]Constantinou M C,Reinhorn A M,Mokha A S.Study of sliding bearing and helical-steel-spring isolation system[J] .J.Struct.Engrg.ASCE,1991,174(4):1257～1275.
[26]Mostaghel N,Khodaverdian M.Sdismic response of struc- tures supported on R-FBI systems[J].Earthquake En- grg.Struct.Dyn,1988,16(6):839～854.
[27]Franco Braga,Michelangelo Laterza.Field testing of low-rise base isolated building.Engineering Struc- tures.2004.26:1599～1610.
[28]杨树标,孙武,别慧中,等．并联复合隔震支座性能的试验研究[J]．煤炭工程,2003(1):62～64．
[29]朱玉华．吕西林,等．组合隔震系统滑移支座的滑移系数研究[J]．结构工程师．2001(2)．34-44．
[30]Su,Lin;Ahmadi,Goodarz;Tadjbakhsh,Iradj G.Per- ??formance of sliding resilient-friction base-isolation system Journal of Structural Engineering.1991,1:165～181.
[31]孙武,杨树标,吴斌,等．并联复合隔震结构地震反应时程分析[J]．河北建筑科技学院学报,2004,21(1):52～54．
[32]别慧中,王金光,黄宝平．并联复合隔震技术研究[J]．煤炭工程,2003(8):59～61．
[33]李俊,李爱群,程文瀼．基础橡胶垫、滑移和混合隔震房屋的动力特性分析[J]．南京航空航天大学学报, 2002．22-26．
[34]杨树标．砌体并联复合隔震体系的隔震性能研究[J]．工业建筑,2000,30(12):15～17．
[35]周锡元,韩淼,李大望,等．并联和串联基础隔震体系地震反应的某些特征[J]．工程抗震,1995,4:1～5．
[36]李爱群,毛利军．并联基础隔震体系和地震反应特征与隔震层参数的优选[J]．工程抗震与加固改造,2005．27 (2):27～31．
[37]张富有．程文瀼．赵世峰．宿迁市通成山庄住宅并联基础隔震体系中托墙梁德设计与研究．[J]．工业建筑, 2002．32(8):27～31．
[38]荣强,程文瀼．并联隔震体系的自适应保护特性[J]．工程抗震与加固改造,2006．28(1):80～82．
[39]张富有,陈雪昕．奎山小区住宅楼并联基础隔震结构设计研究[J]．广东土木与建筑,2005(7):3～4．
[40]张富有,程文瀼,常业军．通成山庄住宅楼并联隔震结构设计研究[J]．工程抗震,2004(4):7～11．
[41]毛利军,李爱群．基础滑移隔震体系的地震反应谱[J]．土木工程学报．2004．37(2):58～65．
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