金属耗能器在结构抗震加固中的应用
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摘要
采用金属耗能器进行结构抗震加固是一种较经济、简单、又可靠的耗能减震加固方法。本文介绍了几种常用金属耗能器的构造、原理与性能及其在建筑、桥梁抗震加固工程中应用的概况,给出了典型工程实例,并提出了金属耗能器在加固工程应用中应解决的一些问题。
Structural seismic strengthening adopting with metallic dampers has been proven to be a cost-effective, simple and reliable method. Several types of metallic dampers are introduced in this paper, including their configurations, principles, characteristics, and the survey of seismic strengthening engineering application to buildings and bridges. In addition, some typical engineering examples are also presented. Finally, some problems which need to be solved in the future are proposed.
Structural seismic strengthening adopting with metallic dampers has been proven to be a cost-effective, simple and reliable method. Several types of metallic dampers are introduced in this paper, including their configurations, principles, characteristics, and the survey of seismic strengthening engineering application to buildings and bridges. In addition, some typical engineering examples are also presented. Finally, some problems which need to be solved in the future are proposed.
引文
蔡克铨,黄彦智,翁崇兴,2005.双管式挫屈束制(屈曲约束)支撑之耐震行为与应用.建筑钢结构进展,7(3):1—8.
陈生金,严家荣,2000.低降伏强度钢剪力钢板耗能装置之应用.结构工程,台湾,15(1):3—21.
董平译,2005.结构工程中的被动消能系统.T.T.Soong,G.F.Dargush著.北京:科学出版社,52—54.
葛学礼,沙安,巩正光等,1996.从云南丽江7.0级地震看抗震防灾规划与抗震加固的效果.工程抗震,第2期:26—29.
国家标准《建筑抗震设计规范》编制组,2001.房屋建筑抗震设计新技术,570—580.
胡树森,1996.包头6.4级地震震害调查与分析.工程抗震,第4期:41—42.
李德虎,丁绍祥,李毅弘等,1996.包头6.4级地震震害及抗震设防效果的分析.工程抗震,第4期:36—40.
刘伟庆,薛彦涛,1996.钢筋砼结构杭震加固技术研究.工程抗震,第3期:10—14.
鹿岛都市防灾研究会,1996.制震·免震技术.东京:鹿岛出版会,149—152.
孙峰,周云,俞公骅,李希平,1999.加劲圆环耗能器性能的试验研究.地震工程与工程振动,19(3):115-120.
王开顺,1996.医疗卫生系统抗震防灾对策.工程抗震,第4期:33—35.
王亚勇,陈清祥,薛彦涛,2005.开孔式软钢阻尼器在西安长乐苑招商局广场4号楼抗震加固中的应用探讨.防灾减灾工程研究与进展,北京:科学出版社,245—250.
徐彤,周云,李良,2000.结构减震控制技术在抗震加固改造中的应用.建筑结构,30(10):63—66.
叶如棠,1996.进一步搞好抗震防灾工作,为最大限度减轻地震灾害奋斗.工程抗震,第4期:3—7.
周云,刘季,1994.建筑抗震加固新技术及其工程应用.工程抗震,第4期:18—21.
周云,刘季,1996.圆环耗能器的试验研究.世界地震工程,第4期:1—7.
周云,刘季,1998.双环软钢耗能器的试验研究.地震工程与工程振动,18(2):117—123.
Akihiro Kunisue,Norihide Koshika et al.,2000.Retrofitting Method of Existing Reinforced Concrete Building Using Elastic-Plastic Steel Dampers.12th WCEE,Paper No.0648.
Kiyoshi Tanaka and Yasuhito Sasaki,2000.Hysteretic Performance of Shear Panel Dampers of Ultra Low-Yield-Strength Steel for Seismic Response Control of Building.12th WCEE,Paper No.1248.
Michael Pollino and Michel Bruneau,2004.Seismic Retrofit of Bridge Steel Truss Pier Anchorage Connections.13th WCEE,Paper No.3303.
Nicholas P.Jones,Jon D.Raggett,Ender Ozkan,2003.Prediction of cable-supported bridge response to wind:coupled flutter assessment during retrofit.Journal of Wind Engineering and Industrial Aerodynamics,91:1445-1464.
Seki M.,Katsumata J.,H.Uchida et al.,1988.Study of Earthquake Response of Two-Storied Steel Frame with Y-shaped Braces.Tokyo-Kyoto,Japan,9th WCEE,65—70.
Tsai K.C.,Chen H.W.,Hong C.P.et al.,1993.Design of steel triangular plate energy absorbers for seismic-resistant construction.Earthquake Spectra,9(3):505—528.
Tsai K.C.,Hwang Y.C.,Weng C.S.,Shirai T.and Nakamura H.,2002.Experimental Tests of Large Scale Buckling Restrained Braces and Frames.Proceedings,Passive Control Symposium2002,Tokyo Institute of Technology,Tokyo.
Tyler R.G.,1983.Preliminary tests on an energy absorbing element for braced structures under earthquake loading.Bulletin of the New Zealand National Society for Earthquake Engineering,16(3):201—212.
Whittaker A.S.,Bertero V.V.,Alonson L.J.and Thompson C.L.,1989.Earthquake Simulator Testing of Steel Plate Added Damping and Stiffness Elements.Report UCE/EERC-89/02,Earthquake Engineering Research Center,University of California at Berkley.
Yasuhiro Nakata et al.,2004.Jssi Manual for Building Passive Control Technology Part-6Design of Steel Damper.13th WCEE,Paper No.3451.
Yasushi Kurokawa,Mitsuo Sakamoto,Toshikazu Yamada et al.,1998.Structural design of a tall building with elasto-plastic steel dampers for the attenuation of torsional and lateral motions.Struct.Design Tall Build,7:21—32.
陈生金,严家荣,2000.低降伏强度钢剪力钢板耗能装置之应用.结构工程,台湾,15(1):3—21.
董平译,2005.结构工程中的被动消能系统.T.T.Soong,G.F.Dargush著.北京:科学出版社,52—54.
葛学礼,沙安,巩正光等,1996.从云南丽江7.0级地震看抗震防灾规划与抗震加固的效果.工程抗震,第2期:26—29.
国家标准《建筑抗震设计规范》编制组,2001.房屋建筑抗震设计新技术,570—580.
胡树森,1996.包头6.4级地震震害调查与分析.工程抗震,第4期:41—42.
李德虎,丁绍祥,李毅弘等,1996.包头6.4级地震震害及抗震设防效果的分析.工程抗震,第4期:36—40.
刘伟庆,薛彦涛,1996.钢筋砼结构杭震加固技术研究.工程抗震,第3期:10—14.
鹿岛都市防灾研究会,1996.制震·免震技术.东京:鹿岛出版会,149—152.
孙峰,周云,俞公骅,李希平,1999.加劲圆环耗能器性能的试验研究.地震工程与工程振动,19(3):115-120.
王开顺,1996.医疗卫生系统抗震防灾对策.工程抗震,第4期:33—35.
王亚勇,陈清祥,薛彦涛,2005.开孔式软钢阻尼器在西安长乐苑招商局广场4号楼抗震加固中的应用探讨.防灾减灾工程研究与进展,北京:科学出版社,245—250.
徐彤,周云,李良,2000.结构减震控制技术在抗震加固改造中的应用.建筑结构,30(10):63—66.
叶如棠,1996.进一步搞好抗震防灾工作,为最大限度减轻地震灾害奋斗.工程抗震,第4期:3—7.
周云,刘季,1994.建筑抗震加固新技术及其工程应用.工程抗震,第4期:18—21.
周云,刘季,1996.圆环耗能器的试验研究.世界地震工程,第4期:1—7.
周云,刘季,1998.双环软钢耗能器的试验研究.地震工程与工程振动,18(2):117—123.
Akihiro Kunisue,Norihide Koshika et al.,2000.Retrofitting Method of Existing Reinforced Concrete Building Using Elastic-Plastic Steel Dampers.12th WCEE,Paper No.0648.
Kiyoshi Tanaka and Yasuhito Sasaki,2000.Hysteretic Performance of Shear Panel Dampers of Ultra Low-Yield-Strength Steel for Seismic Response Control of Building.12th WCEE,Paper No.1248.
Michael Pollino and Michel Bruneau,2004.Seismic Retrofit of Bridge Steel Truss Pier Anchorage Connections.13th WCEE,Paper No.3303.
Nicholas P.Jones,Jon D.Raggett,Ender Ozkan,2003.Prediction of cable-supported bridge response to wind:coupled flutter assessment during retrofit.Journal of Wind Engineering and Industrial Aerodynamics,91:1445-1464.
Seki M.,Katsumata J.,H.Uchida et al.,1988.Study of Earthquake Response of Two-Storied Steel Frame with Y-shaped Braces.Tokyo-Kyoto,Japan,9th WCEE,65—70.
Tsai K.C.,Chen H.W.,Hong C.P.et al.,1993.Design of steel triangular plate energy absorbers for seismic-resistant construction.Earthquake Spectra,9(3):505—528.
Tsai K.C.,Hwang Y.C.,Weng C.S.,Shirai T.and Nakamura H.,2002.Experimental Tests of Large Scale Buckling Restrained Braces and Frames.Proceedings,Passive Control Symposium2002,Tokyo Institute of Technology,Tokyo.
Tyler R.G.,1983.Preliminary tests on an energy absorbing element for braced structures under earthquake loading.Bulletin of the New Zealand National Society for Earthquake Engineering,16(3):201—212.
Whittaker A.S.,Bertero V.V.,Alonson L.J.and Thompson C.L.,1989.Earthquake Simulator Testing of Steel Plate Added Damping and Stiffness Elements.Report UCE/EERC-89/02,Earthquake Engineering Research Center,University of California at Berkley.
Yasuhiro Nakata et al.,2004.Jssi Manual for Building Passive Control Technology Part-6Design of Steel Damper.13th WCEE,Paper No.3451.
Yasushi Kurokawa,Mitsuo Sakamoto,Toshikazu Yamada et al.,1998.Structural design of a tall building with elasto-plastic steel dampers for the attenuation of torsional and lateral motions.Struct.Design Tall Build,7:21—32.
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