建筑物基础隔震技术的进展
|
摘要
介绍了建筑物基础隔震技术的原理。基础隔震技术是通过设置在结构物底部与基础顶面之间的隔震消能装置,来增加结构的变形能力和滞变阻尼。目前结构基础隔震体系按隔震机理不同划分类型,主要有橡胶垫隔震体系、滑动摩擦隔震体系、复合基础隔震体系等类型。总结了基础隔震技术应用和理论研究的发展,指出隔震技术的未来发展趋势。
The article introduces the law of basic technique of separation earthquake of building,which is to increase deformation capacity of framework and viscosity damp by mounting energy-eliminating equipment between framework bottom and top surface.Present basic system of framework separation earthquake is divided into several types by different mechanism of separation earthquake,i.e.separation earthquake system of rubber cushion,separation earthquake system of sliding friction and separation earthquake system of composite base etc.The article summarizes the development of technique application and theory research of separation earthquake,and indicates future development trend of separation earthquake technique.
The article introduces the law of basic technique of separation earthquake of building,which is to increase deformation capacity of framework and viscosity damp by mounting energy-eliminating equipment between framework bottom and top surface.Present basic system of framework separation earthquake is divided into several types by different mechanism of separation earthquake,i.e.separation earthquake system of rubber cushion,separation earthquake system of sliding friction and separation earthquake system of composite base etc.The article summarizes the development of technique application and theory research of separation earthquake,and indicates future development trend of separation earthquake technique.
引文
[1]李杰,李国强.地震工程学导论[M].北京:地震出版社,1992.
[2]胡聿贤.地震工程学[M].北京:地震出版社,1988.
[3]周福霖.工程结构减震控制[M].北京:地震出版社,1996.
[4]黄南翼,张锡云,姜萝香.日本阪神大地震建筑震害分析与加固技术[M].北京:地震出版社,2001.
[5]张涛,张富有.基础隔震技术国内外研究新进展[J].西部探矿工程,2003,15(12):118-120.
[6]肖登奎,戴朝晖.建筑结构基础隔震技术的发展[J].建筑技术开发,2002,29(5):1-2.
[7]赵勤贤.我国基础隔震技术的发展[J].建筑技术开发,2004,31(11):100-102.
[8]武田寿一.建筑物隔震防振与控振[M].纪晓惠,陈良,鄢宁译.北京:中国建筑工业出版社,1997.
[9]黄永林.基础隔震研究与应用的回顾与前瞻[J].地震学刊,1998,18(2):58-66.
[10]Kelly J M.Experimental Results of an Earthquake Isolation System Using Natural Rubber Bearing[R].Report No.UCB/EERC-78/03,CA,USA.1978.
[11]邓长根,何永超.日本建筑结构隔震减震研究新进展[J].世界地震工程,2002,18(3):168-173.
[12]施卫星,李东升.建筑结构基础隔震系统的发展及应用[J].Structural Engineers,1997,123(1):14-18.
[13]Nagarajaiah S,Reinborn A M,Constantinou M C.Nonlinear dynamic analysis 3-D base isolation structures[J].Journal ofstructural Engineering,ASCE,1991,117(9):2 035-2 054.
[14]Nagarajaiah S,Reinborn A M,Constantinou M C.Torsional-Coupling in Sliding Base Isolated structures[J].Journal of struc-tural Engineering,ASCE,1993,119(1):130-149.
[15]Jangid R S,Datta T K.Seismic response of torionally coupled structure with elasto-plastic base isolation[J].EngineeringStructures,1994,26(4):256-262.
[16]Jangid R S,Datta T K.Nonlinear response of torionally coupled base isolated structure[J].Journal of structural Engineering,ASCE,1994,120(1):1-2.
[17]Jangid R S,Datta T K.Performance of base isolation systems for asymmetric building subject to random excitation[J].Engi-neering Structures,1995,17(6):443-454.
[18]Jangid R S.Seismic response of an asymmetric base isolated structure[J].Computers and Structures,1996,60(2):261-267.
[19]Nakamura T,Suzuki T,Okada H,et al.Study on base isolation for torsiona1 response in asymmetric structures under earth-quake motion[C]//Proceeding of 9th World Conference on Earthquake Engineering.Tokyo,Japan,1988:675-680.
[20]杨迪雄.空间非对称框架结构的控振研究[D].西安:西安理工大学,2001.
[21]王建强.基础隔震结构多维及平-扭耦联地震反应分析[D].西安:西安建筑科技大学,2003.
[22]王刚,魏新磊,赵彤.建筑物隔震技术在日本的研究发展和工程应用[J].世界地震工程,2001,17(12):7-12.
[23]吴兵,冯沛芸.中国隔震技术浅析[J].深圳大学学报(理工版),2003,20(2):79-84.
[24]韦德香,崔湘玲,张元超.结构被动控制研究进展[J].贵州工业大学学报(自然科学版),2001,30(6):77-83.
[25]李宏男,阎石.中国结构控制的研究与应用[J].地震工程与工程振动,1999,19(2):107-112.
[2]胡聿贤.地震工程学[M].北京:地震出版社,1988.
[3]周福霖.工程结构减震控制[M].北京:地震出版社,1996.
[4]黄南翼,张锡云,姜萝香.日本阪神大地震建筑震害分析与加固技术[M].北京:地震出版社,2001.
[5]张涛,张富有.基础隔震技术国内外研究新进展[J].西部探矿工程,2003,15(12):118-120.
[6]肖登奎,戴朝晖.建筑结构基础隔震技术的发展[J].建筑技术开发,2002,29(5):1-2.
[7]赵勤贤.我国基础隔震技术的发展[J].建筑技术开发,2004,31(11):100-102.
[8]武田寿一.建筑物隔震防振与控振[M].纪晓惠,陈良,鄢宁译.北京:中国建筑工业出版社,1997.
[9]黄永林.基础隔震研究与应用的回顾与前瞻[J].地震学刊,1998,18(2):58-66.
[10]Kelly J M.Experimental Results of an Earthquake Isolation System Using Natural Rubber Bearing[R].Report No.UCB/EERC-78/03,CA,USA.1978.
[11]邓长根,何永超.日本建筑结构隔震减震研究新进展[J].世界地震工程,2002,18(3):168-173.
[12]施卫星,李东升.建筑结构基础隔震系统的发展及应用[J].Structural Engineers,1997,123(1):14-18.
[13]Nagarajaiah S,Reinborn A M,Constantinou M C.Nonlinear dynamic analysis 3-D base isolation structures[J].Journal ofstructural Engineering,ASCE,1991,117(9):2 035-2 054.
[14]Nagarajaiah S,Reinborn A M,Constantinou M C.Torsional-Coupling in Sliding Base Isolated structures[J].Journal of struc-tural Engineering,ASCE,1993,119(1):130-149.
[15]Jangid R S,Datta T K.Seismic response of torionally coupled structure with elasto-plastic base isolation[J].EngineeringStructures,1994,26(4):256-262.
[16]Jangid R S,Datta T K.Nonlinear response of torionally coupled base isolated structure[J].Journal of structural Engineering,ASCE,1994,120(1):1-2.
[17]Jangid R S,Datta T K.Performance of base isolation systems for asymmetric building subject to random excitation[J].Engi-neering Structures,1995,17(6):443-454.
[18]Jangid R S.Seismic response of an asymmetric base isolated structure[J].Computers and Structures,1996,60(2):261-267.
[19]Nakamura T,Suzuki T,Okada H,et al.Study on base isolation for torsiona1 response in asymmetric structures under earth-quake motion[C]//Proceeding of 9th World Conference on Earthquake Engineering.Tokyo,Japan,1988:675-680.
[20]杨迪雄.空间非对称框架结构的控振研究[D].西安:西安理工大学,2001.
[21]王建强.基础隔震结构多维及平-扭耦联地震反应分析[D].西安:西安建筑科技大学,2003.
[22]王刚,魏新磊,赵彤.建筑物隔震技术在日本的研究发展和工程应用[J].世界地震工程,2001,17(12):7-12.
[23]吴兵,冯沛芸.中国隔震技术浅析[J].深圳大学学报(理工版),2003,20(2):79-84.
[24]韦德香,崔湘玲,张元超.结构被动控制研究进展[J].贵州工业大学学报(自然科学版),2001,30(6):77-83.
[25]李宏男,阎石.中国结构控制的研究与应用[J].地震工程与工程振动,1999,19(2):107-112.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心