建筑物被动耗能技术应用现状
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摘要
通过介绍金属耗能器、摩擦耗能器和粘滞耗能阻尼器等被动耗能抗震系统的研究和应用现状,为建筑物设计和现有建筑物的加固保护提供一些新的思路。
This paper presented passive energy dissipation technology,such as metallic damper,friction energy dissipation device,viscosity damper,and introduced the application status about these damper. This application would provide some new ideas for structure design and strengthening.
This paper presented passive energy dissipation technology,such as metallic damper,friction energy dissipation device,viscosity damper,and introduced the application status about these damper. This application would provide some new ideas for structure design and strengthening.
引文
[1]T.T.Soong.结构工程中的被动消能系统[M].科学出版社,2006.
[2]J.P.Ou,X.Long,Q.S.Li.Seismic response analysis of structures with velocity-dependent dampers[J].Journal of Constructional Steel Research,2007,63(5):628-638.
[3]周云.金属耗能减震结构设计[M].武汉理工大学出版社,2006.
[4]Kenichi Suda,Naoki Satake,Junichiro Ono,et al.Damp-ing properties of buildings in Japan[J].Journal of Wind Engi-neering and Industrial Aerodynamics Meeting on Structural Damping International Wind Engineering Forum and Addi-tional Papers,1996,59(2-3):383-392.
[5]D.Jurukovski,M.Petkovski,Z.Rakicevic.Energy ab-sorbing elements in regular and composite steel frame struc-tures[J].Engineering Structures Recent Developments in Seis-mic Resistant Structural Systems and Components,1995,17(5):319-333.
[6]Arturo Tena-Colunga.Mathematical modelling of the ADAS energy dissipation device[J].Engineering Structures,1997,19(10):811-821.
[7]M.Tehranizadeh.Passive energy dissipation device for typical steel frame building in Iran[J].Engineering Structures,2001,23(6):643-655.
[8]Y.F.Su.Aseismic Design of Building Structures with ADAS Devices[J].Report to the Sinotech Engineering Con-sultants,Inc.Su and Structural Engineers Corporation,Tai-way,1990,10.
[9]S.C.Bergman,D.M.and Godel.Evaluation of Cyclic Testing of Steel一Plate Device for Added Damping and stiff-ness[J].Report UMCE87一10,Department of Civil Engi-neering,University of Michigan.
[10]Gregory G.Deierlein,Hiroshi Noguchi.Overview of U.S.–Japan Research on the Seismic Design of Composite Rein-forced Concrete and Steel Moment Frame Structures[J].Journal of Structural Engineering,ASCE,2004,130(2).
[11]S.Casciati,L.Faravelli.Structural components in shape memory alloy for localized energy dissipation[J].Computers&Structures.,In Press,Corrected Proof:563.
[12]Mark A.Austin,Karl S.Pister.Design of a Seismic-Resistant Friction-Braced Frames[J].Journal of Structural En-gineering,ASCE,1985,111(12):2751-2769.
[13]Avtar S.Pall,Cedric Marsh.Seismic Response of Fric-tion Damped Braced Frames[J].Journal of the Structural Divi-sion,ASCE,1982,108(6):1313-1323.
[14]Ian D.Aiken,James M.Kelly.Discussion of"Structural Seismic Damper"[J].Journal of Structural Engineering,ASCE,1993,119(8).
[15]陈宗明,陈立兴,赵禹民,等.新型抗震耗能支撑试验研究[J].建筑结构学报,1989(4).
[16]赵川,潘文,叶燎原,杨晓东.摩擦耗能支撑装置的性能及工程应用[J].工程抗震,2004(3).
[17]吴斌,张纪刚,欧进萍.Pall型摩擦阻尼器的试验研究与数值分析[J].建筑结构学报,2003,24(2).
[18]周云,刘季.两种摩擦耗能器的比较试验研究[J].地震工程与工程振动,1997,17(1).
[19]周云.摩擦耗能减震结构设计[M].武汉理工大学出版社,2006.
[20]王曙光,刘伟庆.消能支撑框架结构的非线性分析[J].地震工程与工程振动,2001(3).
[21]孙黄胜,朱春梅,乔邦杰.粘滞阻尼器组合基础隔震结构分析[J].山东科技大学学报(自然科学版),2007(4).
[22]吴美良,钱稼茹.粘滞阻尼墙的研究与工程应用[J].工业建筑,2003(5).
[23]闫锋,吕西林.粘滞阻尼墙耗能减震结构的研究进展[J].结构工程师,2004(1).
[2]J.P.Ou,X.Long,Q.S.Li.Seismic response analysis of structures with velocity-dependent dampers[J].Journal of Constructional Steel Research,2007,63(5):628-638.
[3]周云.金属耗能减震结构设计[M].武汉理工大学出版社,2006.
[4]Kenichi Suda,Naoki Satake,Junichiro Ono,et al.Damp-ing properties of buildings in Japan[J].Journal of Wind Engi-neering and Industrial Aerodynamics Meeting on Structural Damping International Wind Engineering Forum and Addi-tional Papers,1996,59(2-3):383-392.
[5]D.Jurukovski,M.Petkovski,Z.Rakicevic.Energy ab-sorbing elements in regular and composite steel frame struc-tures[J].Engineering Structures Recent Developments in Seis-mic Resistant Structural Systems and Components,1995,17(5):319-333.
[6]Arturo Tena-Colunga.Mathematical modelling of the ADAS energy dissipation device[J].Engineering Structures,1997,19(10):811-821.
[7]M.Tehranizadeh.Passive energy dissipation device for typical steel frame building in Iran[J].Engineering Structures,2001,23(6):643-655.
[8]Y.F.Su.Aseismic Design of Building Structures with ADAS Devices[J].Report to the Sinotech Engineering Con-sultants,Inc.Su and Structural Engineers Corporation,Tai-way,1990,10.
[9]S.C.Bergman,D.M.and Godel.Evaluation of Cyclic Testing of Steel一Plate Device for Added Damping and stiff-ness[J].Report UMCE87一10,Department of Civil Engi-neering,University of Michigan.
[10]Gregory G.Deierlein,Hiroshi Noguchi.Overview of U.S.–Japan Research on the Seismic Design of Composite Rein-forced Concrete and Steel Moment Frame Structures[J].Journal of Structural Engineering,ASCE,2004,130(2).
[11]S.Casciati,L.Faravelli.Structural components in shape memory alloy for localized energy dissipation[J].Computers&Structures.,In Press,Corrected Proof:563.
[12]Mark A.Austin,Karl S.Pister.Design of a Seismic-Resistant Friction-Braced Frames[J].Journal of Structural En-gineering,ASCE,1985,111(12):2751-2769.
[13]Avtar S.Pall,Cedric Marsh.Seismic Response of Fric-tion Damped Braced Frames[J].Journal of the Structural Divi-sion,ASCE,1982,108(6):1313-1323.
[14]Ian D.Aiken,James M.Kelly.Discussion of"Structural Seismic Damper"[J].Journal of Structural Engineering,ASCE,1993,119(8).
[15]陈宗明,陈立兴,赵禹民,等.新型抗震耗能支撑试验研究[J].建筑结构学报,1989(4).
[16]赵川,潘文,叶燎原,杨晓东.摩擦耗能支撑装置的性能及工程应用[J].工程抗震,2004(3).
[17]吴斌,张纪刚,欧进萍.Pall型摩擦阻尼器的试验研究与数值分析[J].建筑结构学报,2003,24(2).
[18]周云,刘季.两种摩擦耗能器的比较试验研究[J].地震工程与工程振动,1997,17(1).
[19]周云.摩擦耗能减震结构设计[M].武汉理工大学出版社,2006.
[20]王曙光,刘伟庆.消能支撑框架结构的非线性分析[J].地震工程与工程振动,2001(3).
[21]孙黄胜,朱春梅,乔邦杰.粘滞阻尼器组合基础隔震结构分析[J].山东科技大学学报(自然科学版),2007(4).
[22]吴美良,钱稼茹.粘滞阻尼墙的研究与工程应用[J].工业建筑,2003(5).
[23]闫锋,吕西林.粘滞阻尼墙耗能减震结构的研究进展[J].结构工程师,2004(1).
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