软钢阻尼器的研究综述
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摘要
简述了耗能减震原理,从不同的材料、不同的耗能机制、不同的构造介绍了阻尼器的类型。详细的分析了三种典型的软钢阻尼器:加劲阻尼器、圆环阻尼器、剪切钢板阻尼器,指出其具有构造简单、性能可靠、应用范围广的特性。
Introduce the principle of energy dissipation,and introduce the types of dampers from different materials,different energy dissipation mechanisms and different configurations. Three typical mild steel dampers are analyzed in detail: stiffeners,ring dampers and shear plate dampers. It has the characteristics of simple structure,reliable performance and wide application range.
Introduce the principle of energy dissipation,and introduce the types of dampers from different materials,different energy dissipation mechanisms and different configurations. Three typical mild steel dampers are analyzed in detail: stiffeners,ring dampers and shear plate dampers. It has the characteristics of simple structure,reliable performance and wide application range.
引文
[1]杨波.耗能减震钢结构住宅的分析与设计[D].广州:广州大学,2006.
[2]周云,刘季.耗能减震技术研究与应用进展[J].世界地震工程,1995(1):20-28.
[3]Whittaker a s,bertero v v,alonso j.Earthquake simulator testing of steel plate added damping and stiffness elements[R].earthquake engineering research center,university of california,berkeley,ca,1989.
[4]Tsai k c,Hong c p,Su y f.Design of steel triangular plate energy absorbers for seismic-resistant construction[J].earthquake spectra,1993,9(3):505-528.
[5]王亚勇,陈清祥.开孔式软钢阻尼器HADAS之抗震加固[A].抗震加固改造技术第一届学术交流论文集[C].2004.
[6]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(3):73-87.
[7]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(4):8-13.
[8]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(3):27-34.
[9]李冀龙,欧进萍.X形和三角形钢板阻尼器的阻尼力模型(Ⅰ)-基于双线性本构关系[J].世界地震工程,2004,20(1):10-16.
[10]李冀龙,欧进萍.X形和三角形钢板阻尼器的阻尼力模型(Ⅱ)-基于R-O本构关系[J].世界地震工程,2004,20(2):129-133.
[11]王桂萱,孙晓艳,赵杰.基于不同本构模型的新型软钢阻尼器的滞回性能研究[J].防灾减灾工程学报,2015,35(3):296-301.
[12]Tyler R G.Preliminary Test on An Energy Absorbing Element for Braced Structures under Earthquake Loading[J].Bulletin of The New Zealand National Society for Earthquake Engineering,1983,16(3):29.
[13]周云,刘季.圆环耗能器的试验研究[J].世界地震工程,1996(4):1-7.
[14]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.
[15]孙峰,周云,俞公骅,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.
[16]王涛,邓雪松,周云.不同构造参数对圆环耗能器性能的影响分析[J].防灾减灾工程学报,2012(4):429-435.
[17]Seki M,Katsumata J,Uchida H,Takeda T.Study of Earthquake Response of Two-storied Steel frame with Y-shaped Braces[A].Proc.The 9th World Conference on Earthquake Engineering Tokyo-Kyoto[C].1988.
[18]Yasumasa SUZUI,Yasuhiko TAKAHASHI.Development of Y-shape Brace Damper[Z].
[19]Tanaka K,Sasaki Y.Study on energy absorbing performance of seismic control panel-damper using low-yield-point steel under static loading[J].Journal of Structural and Construction Engineering,All,1998(509):159-166.
[20]陈之毅,葛汉彬,宇佐美勉,等.剪切板阻尼器的滞回性能参数研究[J].土木工程学报,2008,41(11):13-17.
[21]杜德月,张汝涛.钢框架中剪切板耗能器的减震性能研究[J].低温建筑技术,2011,33(8):40-41.
[22]Zhang C,Zhang Z,Shi J.Development of high deformation capacity low yield strength steel shear panel damper[J].Journal of Constructional Steel Research,2012,75(none):116-130.
[23]黄镇,李芮秋,刘峰,等.改进型防屈曲剪切钢板阻尼器受力性能研究[J].建筑结构学报,2016,37(6):85-92.
[2]周云,刘季.耗能减震技术研究与应用进展[J].世界地震工程,1995(1):20-28.
[3]Whittaker a s,bertero v v,alonso j.Earthquake simulator testing of steel plate added damping and stiffness elements[R].earthquake engineering research center,university of california,berkeley,ca,1989.
[4]Tsai k c,Hong c p,Su y f.Design of steel triangular plate energy absorbers for seismic-resistant construction[J].earthquake spectra,1993,9(3):505-528.
[5]王亚勇,陈清祥.开孔式软钢阻尼器HADAS之抗震加固[A].抗震加固改造技术第一届学术交流论文集[C].2004.
[6]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(3):73-87.
[7]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(4):8-13.
[8]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(3):27-34.
[9]李冀龙,欧进萍.X形和三角形钢板阻尼器的阻尼力模型(Ⅰ)-基于双线性本构关系[J].世界地震工程,2004,20(1):10-16.
[10]李冀龙,欧进萍.X形和三角形钢板阻尼器的阻尼力模型(Ⅱ)-基于R-O本构关系[J].世界地震工程,2004,20(2):129-133.
[11]王桂萱,孙晓艳,赵杰.基于不同本构模型的新型软钢阻尼器的滞回性能研究[J].防灾减灾工程学报,2015,35(3):296-301.
[12]Tyler R G.Preliminary Test on An Energy Absorbing Element for Braced Structures under Earthquake Loading[J].Bulletin of The New Zealand National Society for Earthquake Engineering,1983,16(3):29.
[13]周云,刘季.圆环耗能器的试验研究[J].世界地震工程,1996(4):1-7.
[14]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.
[15]孙峰,周云,俞公骅,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.
[16]王涛,邓雪松,周云.不同构造参数对圆环耗能器性能的影响分析[J].防灾减灾工程学报,2012(4):429-435.
[17]Seki M,Katsumata J,Uchida H,Takeda T.Study of Earthquake Response of Two-storied Steel frame with Y-shaped Braces[A].Proc.The 9th World Conference on Earthquake Engineering Tokyo-Kyoto[C].1988.
[18]Yasumasa SUZUI,Yasuhiko TAKAHASHI.Development of Y-shape Brace Damper[Z].
[19]Tanaka K,Sasaki Y.Study on energy absorbing performance of seismic control panel-damper using low-yield-point steel under static loading[J].Journal of Structural and Construction Engineering,All,1998(509):159-166.
[20]陈之毅,葛汉彬,宇佐美勉,等.剪切板阻尼器的滞回性能参数研究[J].土木工程学报,2008,41(11):13-17.
[21]杜德月,张汝涛.钢框架中剪切板耗能器的减震性能研究[J].低温建筑技术,2011,33(8):40-41.
[22]Zhang C,Zhang Z,Shi J.Development of high deformation capacity low yield strength steel shear panel damper[J].Journal of Constructional Steel Research,2012,75(none):116-130.
[23]黄镇,李芮秋,刘峰,等.改进型防屈曲剪切钢板阻尼器受力性能研究[J].建筑结构学报,2016,37(6):85-92.