阻尼器在耗能减震结构中的应用
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摘要
随着建筑抗震技术的发展以及对抗震机理的深入认识,耗能减震成为了抗震技术的一个发展趋势,而耗能减震结构体系的实现主要依赖于研制出简便实用的耗能减震装置——阻尼器。本文从传统抗震方法与现代抗震理论的对比分析了现代抗震技术的优势,对阻尼器在耗能减震结构中的研究与应用进行了综述,包括耗能减震体系的特点;主要的几种阻尼器的耗能原理、构造及应用情况;提出了耗能减震技术在未来发展应用中需要探索的若干问题。
With the development of seismic technology and in-depth understanding of seismic mechanism,energy dissipation has become a development trend of seismic technology.the implementation of the Energy Dissipation System dependent on a simple and practical energy dissipation damping device-damper.this paper analyses the advantages of modern seismic technology through the comparison for the traditional seismic method and modern seismic theory,it summarizes the research and application of damper in energy dissipation structures,including the main characteristics of structure systems with energy dissipation,and the principle,structure and application of several kinds of energy dissipation damper,and proposed several issues which need to be explored in the future development and application of energy dissipation technology.
With the development of seismic technology and in-depth understanding of seismic mechanism,energy dissipation has become a development trend of seismic technology.the implementation of the Energy Dissipation System dependent on a simple and practical energy dissipation damping device-damper.this paper analyses the advantages of modern seismic technology through the comparison for the traditional seismic method and modern seismic theory,it summarizes the research and application of damper in energy dissipation structures,including the main characteristics of structure systems with energy dissipation,and the principle,structure and application of several kinds of energy dissipation damper,and proposed several issues which need to be explored in the future development and application of energy dissipation technology.
引文
[1]YAO T P.Concept of Structural Control[J].Journal of the Structur-al Division,1972,98(7):1567-1574.
[2]GB50011-2010,建筑抗震设计规范[S].
[3]Mitsuru Suglsawa,Hideji Nakamura,Yasushi Lchikawa,ote.Devel-opment of Earthquake—Resistant,Vibration Control,and for Base Isolation Building Structures[J].Technology NIPPON STEEL TECHNICAL REPORT,1995,66:37-46.
[4]赵鸿铁,徐赵东,张兴虎.耗能减震控制的研究、应用与发展[J].西安建筑科技大学学报,2001,33(1):1-5.
[5]郑久建,孟凡兴,刘瑞勇.粘滞阻尼器减震结构分析及设计方法[M].沈阳:东北大学出版社,2009.
[6]Filiatraut A,Cherry S.Seismic design spectra for friction-damped structures[J].Journal of Structural Engineering,1990,116(5):1334-1355.
[7]Kelly J M,Skinner R I and Heine A J.Mechanisms of Energy Ab-sorption in Special Devices for Use in Earthquake Resistant Struc-tures[J].Bull.N.Z.Soc.Earthquake Engrg,1972,5(3):63-88.
[8]Skinner R I,Kelly J M and Heine A J.Hysteresis Dampers for Earthquake-Resisstant Structures[J].Earthquake Engineering and Structural Dynamics,1975(3):287-296.
[9]Whittaker A S,Bertero V V,Thompson C L,et al.Seismic Testing of Steel Plate Energy Dissipation Devices[J].Earthquake Spectra,1991,7(4):563-604.
[10]Whittaker A S.Tentative General Requirements for the Design and Construction of Structures Incorporating Discrete Passive EnergyDissipation Devices PP Proceedings of5th US2Japan Workshop on Improvement of Building Structural Design and Construction Prac-tices[J].CA,1992.
[11]Whittaker A Aiken,I Bergman D,Clark P,et al.Code Require-ments for the Design and Implementation of Passive Energy Dissipa-tion Systems PPProceedings of ATC-17-1on Seismic Isolation[J].Passive Energy Dissipation and Active Control.1993:497-508.
[12]Tsai K C,Hong C P.Steel Triangular Plate Energy Absorber for Earthquake Resistant Buildings PPProceedings of1st World Con-gress on Constructional Steel Design.Mexico:1992.
[13]Tsai KC,Chen H W,Hong C P,et al.Design of Steel Triangular Plate Energy Absorbers for Seismic Resistant Construction[J].Earthquake Spectra,1993,9(3):505-528.
[14]张文元,张敏政,李东伟.新型加劲软钢阻尼器性能与试验[J].哈尔滨工业大学学报,2008,40(12):1888-1894.
[15]Keh-Chyuan Tsai,etc.Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction[J].Earthquake Spectra,1993,9(3):505-528.
[16]欧进萍,吴斌.摩擦型与软钢屈服型耗能器的性能与减振效果的试验比较[J].地震工程与工程振动,1995,15(2):73～87.
[17]吴斌,欧进萍.软钢屈服耗能器的疲劳性能和设计准则[J].世界地震工程,1996,12(4):8-13.
[18]吴斌,欧进萍.钢板屈服耗能器的薄膜效应分析[J].世界地震工程,1997,13(3):27-34.
[19]李钢,李宏男.新型软钢阻尼器的减震性能研究[J].振动与冲击,2006,25(3):66-72.
[20]周云,刘季.圆环耗能器的试验研究[J].世界地震工程,1996,12(4):1-7.
[21]周云,刘季.双环软钢耗能器的试验研究[J].地震工程与工程振动,1998,18(2):117-123.
[22]周云,刘季.新型耗能(阻尼)减震器的开发与研究[J].地震工程与工程振动,1998,18(1):71-79.
[23]孙峰,周云,等.加劲圆环耗能器性能的试验研究[J].地震工程与工程振动,1999,19(3):115-120.
[2]GB50011-2010,建筑抗震设计规范[S].
[3]Mitsuru Suglsawa,Hideji Nakamura,Yasushi Lchikawa,ote.Devel-opment of Earthquake—Resistant,Vibration Control,and for Base Isolation Building Structures[J].Technology NIPPON STEEL TECHNICAL REPORT,1995,66:37-46.
[4]赵鸿铁,徐赵东,张兴虎.耗能减震控制的研究、应用与发展[J].西安建筑科技大学学报,2001,33(1):1-5.
[5]郑久建,孟凡兴,刘瑞勇.粘滞阻尼器减震结构分析及设计方法[M].沈阳:东北大学出版社,2009.
[6]Filiatraut A,Cherry S.Seismic design spectra for friction-damped structures[J].Journal of Structural Engineering,1990,116(5):1334-1355.
[7]Kelly J M,Skinner R I and Heine A J.Mechanisms of Energy Ab-sorption in Special Devices for Use in Earthquake Resistant Struc-tures[J].Bull.N.Z.Soc.Earthquake Engrg,1972,5(3):63-88.
[8]Skinner R I,Kelly J M and Heine A J.Hysteresis Dampers for Earthquake-Resisstant Structures[J].Earthquake Engineering and Structural Dynamics,1975(3):287-296.
[9]Whittaker A S,Bertero V V,Thompson C L,et al.Seismic Testing of Steel Plate Energy Dissipation Devices[J].Earthquake Spectra,1991,7(4):563-604.
[10]Whittaker A S.Tentative General Requirements for the Design and Construction of Structures Incorporating Discrete Passive EnergyDissipation Devices PP Proceedings of5th US2Japan Workshop on Improvement of Building Structural Design and Construction Prac-tices[J].CA,1992.
[11]Whittaker A Aiken,I Bergman D,Clark P,et al.Code Require-ments for the Design and Implementation of Passive Energy Dissipa-tion Systems PPProceedings of ATC-17-1on Seismic Isolation[J].Passive Energy Dissipation and Active Control.1993:497-508.
[12]Tsai K C,Hong C P.Steel Triangular Plate Energy Absorber for Earthquake Resistant Buildings PPProceedings of1st World Con-gress on Constructional Steel Design.Mexico:1992.
[13]Tsai KC,Chen H W,Hong C P,et al.Design of Steel Triangular Plate Energy Absorbers for Seismic Resistant Construction[J].Earthquake Spectra,1993,9(3):505-528.
[14]张文元,张敏政,李东伟.新型加劲软钢阻尼器性能与试验[J].哈尔滨工业大学学报,2008,40(12):1888-1894.
[15]Keh-Chyuan Tsai,etc.Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction[J].Earthquake Spectra,1993,9(3):505-528.
[16]欧进萍,吴斌.摩擦型与软钢屈服型耗能器的性能与减振效果的试验比较[J].地震工程与工程振动,1995,15(2):73～87.
[17]吴斌,欧进萍.软钢屈服耗能器的疲劳性能和设计准则[J].世界地震工程,1996,12(4):8-13.
[18]吴斌,欧进萍.钢板屈服耗能器的薄膜效应分析[J].世界地震工程,1997,13(3):27-34.
[19]李钢,李宏男.新型软钢阻尼器的减震性能研究[J].振动与冲击,2006,25(3):66-72.
[20]周云,刘季.圆环耗能器的试验研究[J].世界地震工程,1996,12(4):1-7.
[21]周云,刘季.双环软钢耗能器的试验研究[J].地震工程与工程振动,1998,18(2):117-123.
[22]周云,刘季.新型耗能(阻尼)减震器的开发与研究[J].地震工程与工程振动,1998,18(1):71-79.
[23]孙峰,周云,等.加劲圆环耗能器性能的试验研究[J].地震工程与工程振动,1999,19(3):115-120.
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