SMA在结构被动控制中的研究现状及工程应用
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摘要
从土木工程被动控制的角度出发,首先简要介绍了形状记忆合金的特性;随后概述了近10年来形状记忆合金在土木工程被动控制中的研究进展以及应用现状;最后讨论了目前形状记忆合金在我国被动控制领域存在的问题和研究方向.
From the perspective of passive vibration control in civil engineering,this paper firstly introduces some important characteristics of shape memory alloy;then summarizes the study progress and application of shape memory alloy in structural passive vibration control during the past decade;finally,some critical problems in the structural passive vibration control by shape memory alloy are discussed.
From the perspective of passive vibration control in civil engineering,this paper firstly introduces some important characteristics of shape memory alloy;then summarizes the study progress and application of shape memory alloy in structural passive vibration control during the past decade;finally,some critical problems in the structural passive vibration control by shape memory alloy are discussed.
引文
[1]杨杰,吴月华.形状记忆合金及其应用[M].合肥:中国科学技术大学出版社,1993.
[2]赵连城,蔡伟,郑玉峰.合金的形状记忆效应与超弹性[M].北京:国防工业出版社,2002.
[3]吴波,李惠,孙科学.形状记忆合金在土木工程中的应用[J].世界地震工程,1999,15(3):1-12.
[4]崔迪,李宏男,宋钢兵.形状记忆合金在土木工程中的研究与应用进展[J].防灾减灾工程学报,2005,25(1):86-94.
[5]Clark P W,Aiken I D,Higashino M.Experimental and Analytical Studies of Shape Memory Alloy Dampers for Structure Control[J].Procof SPIE,1995,2445:241-251.
[6]Dolce M,Cardone D,Marnetto R.Implementation and Testing of Pas-sive Control Devices Based on Shape Memory Alloys[J].Earthquake Engineering and Structural Dynamics,2000,29:945-68.
[7]Mauro Dolce,Donatello Cardone.Theoretical and Experimental Studiesfor the Application of Shape Memory Alloys in Civil Engineering[J].Journal of Engineering Materials and Technology,2006,128:302-311.
[8]Mauro Dolce,Donatello Cardone.Experimental Behaviour of R/CFrames Retrofitted with Dissipating and Re-centring Braces[J].Jour-nal of Earthquake Engineering,2004,8(3):361-396.
[9]Mauro Dolce,Donatello Cardone.Shaking Table Tests on Reinforced Concrete Frames Without and with Passive Control Systems[J].Earth-quake Engineering and Structural Dynamics,2005,34(14):1687-1717.
[10]肖尔田,韩玉林,李爱群,等.基于形状记忆合金超弹性阻尼器的结构振动控制和地震时程分析[J].东南大学学报(自然科学版),2003,33(5):605-609.
[11]Yu-Lin Han,Q S,Li,Ai-Qun,Leung AYT,et al.Structural Vibra-tion Control by Shape Memory Alloy Damper[J].Earthquake Engi-neering and Structural Dynamics,2003,32:483-494.
[12]Hui Li,Chenxi Mao,JinPing Qu.Experimental and Theoretical Studyon Two Types of Shape Memory Alloy Devices[J].Earthquake Engi-neering and Structural Dynamics,2008,37:407-426.
[13]李惠,毛晨曦.新型SMA耗能器及结构地震反应控制试验研究[J].地震工程与工程振动,2003,23(1):133-139.
[14]倪立峰,李秋胜,李爱群,等.新型形状记忆合金阻尼器的试验研究[J].地震工程与工程振动,2002,22(3):145-148.
[15]Adachi Y,Unjoh S.Development of Shape Memory Alloy Damper for Intelligent Bridge Systems[A].Part of the SPIE Conference on Smart Systems for Bridges,Structures and Highways[C].Newport Beach.Cal-ifornia.SPIE,1999,(3671).31-42.
[16]Tamai H,Kitagawa Y.Pseudoelastic Behavior of Shape Memory Alloy Wire and its Application to Seismic Resistance Member for Building[J].Computational Materials Science,2002,(25):218-227.
[17]Leon R T,DesRoches,Ocel J,Hess G.Innovative Beam Column Connections Using Shape Memory Alloys[J].Proceedings of SPIE.Smart Structures and Materials:Smart Systems for Bridges,Structuresand Highways.Newport Beach.USA,2001,4330:227-237.
[18]Justin Ocel,Reginald DesRoches.Steel Beam-Column Connections Using Shape Memory Alloys[J].Journal of Structural Engineering,2004,130(5):732-740.
[19]Jose Sepulveda,Ricardo Herrera.Steel Beam-column Connection Using Copper-based Shape Memory Alloy Dampers[J].Journal of Constructional Steel Research,2008,(64):429-435.
[20]Khan M M,Lagoudas D.Modeling of Shape Memory Alloy Pseudoe-lastic Spring Elements Using Preisach Model for Passive Vibration Isolation[J].Proceedings of SPIE,2002,4693:336-47.
[21]Mayes J J,Lagoudas D,Henderson BK.An Experimental Investiga-tion of Shape Memory Alloy Pseudoelastic Springs for Passive Vibration Isolation[A].In:AIAAspace2001 Conferenceand Exposition,2001.
[22]Dolce M,Cardone D,Marnetto R.SMA Re-centering Devices for Seismic Isolation of Civil Structures[J].Proceedings of SPIE,2001,4330:238-49.
[23]薛素铎,周乾.SMA—橡胶复合支座的设计与隔震性能[J].世界地震工程,2003,19(4):34-38.
[24]邓宗才,孙宏俊.新型SMA隔震支座动载性能试验研究[J].中国工程科学,2005,7(12):61-68.
[25]Yunfeng Zhang,Songye Zhu.A shape Memory Alloy-based Reusable Hysteretic Damper for Seismic Hazard Mitigation[J].Smart Materialsand Structures,2007,16:1603-1613.
[26]Songye Zhu,Yunfeng Zhang.Seismic Behaviour of Self-centring Braced Frame Buildings with Reusable Hysteretic Damping Brace[J].Earthquake Engineering and Structural Dynamics,2007,36:1329-1346.
[27]Yunfeng Zhang,Songye Zhu.Seismic Response Control of Building Structures with Superelastic Shape Memory Alloy Wire Dampers[J].Journal of Engineering Mechanics,2008,134(3):240-251.
[28]Bruno S,Valente C.Comparative Response Analysis of Conventional and Innovative Seismic Protection Strategies[J].Earthquake Engi-neering and Structural Dynamics,2002,31:1067-1092.
[29]Auricchio F,Fugazza D.Earthquake Performance of Steel Frames with NiTinol Braces[J].Journal of Earthquake Engineering,2006,10:45-66.
[30]王社良,苏三庆,沈亚鹏.形状记忆合金拉锁被动控制结构地震响应分析[J].土木工程学报,2000,23(1):47-51.
[31]Corbi O.Shape Memory Alloys and their Application in Structural Oscillations Attenuation[J].Simulation Modeling Practice and Theory,2003,11(5-6):387-402.
[32]DesRoches R,Delemont R.Seismic Retrofit of Simply Supported Bridges Using Shape Memory Alloys[J].Engineering Structures,2002,(24):325-332.
[33]Li H,Liu M,Ou JP.Vibration Mitigation of a Stay Cable with one Shape Memory Alloy Damper[J].Structural Control and Health Moni-toring,2004,11:1-36.
[34]Wilde K,Gardoni P,Fujino Y.Base Isolation System with Shape Memory Alloy Device for Elevated Highway Bridges[J].Engineering Structures,2000,(22):222-229.
[35]李忠献,陈海泉,刘建涛.应用SMA复合橡胶支座的桥梁隔震[J].地震工程与工程振动,2002,22(2):143-148.
[36]陈海泉,李忠献,李延涛.应用形状记忆合金的高层建筑结构智能隔震[J].天津大学学报,2002,35(6):761-765.
[37]Indirli M,Castellano M G,Clemente P.Demo-application of Shape Memory Alloy Devices:the Rehabilitation of the S Giorgio Church Bell-Tower[R].Proceedings of SPIE,2001,4330:262-272.
[38]Mazzolani F M,Mandara A.Modern Trends in the Use of Special Metals for the Improvement of Historical and Monumental Structures[J].Engineering Structures,2002,(24):843-856.
[39]李惠,毛晨曦.形状记忆合金(SMA)被动耗能减震体系的设计及参数分析[J].地震工程与工程振动,2001,21(4):54-59.
[40]钱辉,李宏男,宋钢兵.形状记忆合金阻尼器效能减震体系的控制研究[J].振动与冲击,2008,27(8):42-47.
[2]赵连城,蔡伟,郑玉峰.合金的形状记忆效应与超弹性[M].北京:国防工业出版社,2002.
[3]吴波,李惠,孙科学.形状记忆合金在土木工程中的应用[J].世界地震工程,1999,15(3):1-12.
[4]崔迪,李宏男,宋钢兵.形状记忆合金在土木工程中的研究与应用进展[J].防灾减灾工程学报,2005,25(1):86-94.
[5]Clark P W,Aiken I D,Higashino M.Experimental and Analytical Studies of Shape Memory Alloy Dampers for Structure Control[J].Procof SPIE,1995,2445:241-251.
[6]Dolce M,Cardone D,Marnetto R.Implementation and Testing of Pas-sive Control Devices Based on Shape Memory Alloys[J].Earthquake Engineering and Structural Dynamics,2000,29:945-68.
[7]Mauro Dolce,Donatello Cardone.Theoretical and Experimental Studiesfor the Application of Shape Memory Alloys in Civil Engineering[J].Journal of Engineering Materials and Technology,2006,128:302-311.
[8]Mauro Dolce,Donatello Cardone.Experimental Behaviour of R/CFrames Retrofitted with Dissipating and Re-centring Braces[J].Jour-nal of Earthquake Engineering,2004,8(3):361-396.
[9]Mauro Dolce,Donatello Cardone.Shaking Table Tests on Reinforced Concrete Frames Without and with Passive Control Systems[J].Earth-quake Engineering and Structural Dynamics,2005,34(14):1687-1717.
[10]肖尔田,韩玉林,李爱群,等.基于形状记忆合金超弹性阻尼器的结构振动控制和地震时程分析[J].东南大学学报(自然科学版),2003,33(5):605-609.
[11]Yu-Lin Han,Q S,Li,Ai-Qun,Leung AYT,et al.Structural Vibra-tion Control by Shape Memory Alloy Damper[J].Earthquake Engi-neering and Structural Dynamics,2003,32:483-494.
[12]Hui Li,Chenxi Mao,JinPing Qu.Experimental and Theoretical Studyon Two Types of Shape Memory Alloy Devices[J].Earthquake Engi-neering and Structural Dynamics,2008,37:407-426.
[13]李惠,毛晨曦.新型SMA耗能器及结构地震反应控制试验研究[J].地震工程与工程振动,2003,23(1):133-139.
[14]倪立峰,李秋胜,李爱群,等.新型形状记忆合金阻尼器的试验研究[J].地震工程与工程振动,2002,22(3):145-148.
[15]Adachi Y,Unjoh S.Development of Shape Memory Alloy Damper for Intelligent Bridge Systems[A].Part of the SPIE Conference on Smart Systems for Bridges,Structures and Highways[C].Newport Beach.Cal-ifornia.SPIE,1999,(3671).31-42.
[16]Tamai H,Kitagawa Y.Pseudoelastic Behavior of Shape Memory Alloy Wire and its Application to Seismic Resistance Member for Building[J].Computational Materials Science,2002,(25):218-227.
[17]Leon R T,DesRoches,Ocel J,Hess G.Innovative Beam Column Connections Using Shape Memory Alloys[J].Proceedings of SPIE.Smart Structures and Materials:Smart Systems for Bridges,Structuresand Highways.Newport Beach.USA,2001,4330:227-237.
[18]Justin Ocel,Reginald DesRoches.Steel Beam-Column Connections Using Shape Memory Alloys[J].Journal of Structural Engineering,2004,130(5):732-740.
[19]Jose Sepulveda,Ricardo Herrera.Steel Beam-column Connection Using Copper-based Shape Memory Alloy Dampers[J].Journal of Constructional Steel Research,2008,(64):429-435.
[20]Khan M M,Lagoudas D.Modeling of Shape Memory Alloy Pseudoe-lastic Spring Elements Using Preisach Model for Passive Vibration Isolation[J].Proceedings of SPIE,2002,4693:336-47.
[21]Mayes J J,Lagoudas D,Henderson BK.An Experimental Investiga-tion of Shape Memory Alloy Pseudoelastic Springs for Passive Vibration Isolation[A].In:AIAAspace2001 Conferenceand Exposition,2001.
[22]Dolce M,Cardone D,Marnetto R.SMA Re-centering Devices for Seismic Isolation of Civil Structures[J].Proceedings of SPIE,2001,4330:238-49.
[23]薛素铎,周乾.SMA—橡胶复合支座的设计与隔震性能[J].世界地震工程,2003,19(4):34-38.
[24]邓宗才,孙宏俊.新型SMA隔震支座动载性能试验研究[J].中国工程科学,2005,7(12):61-68.
[25]Yunfeng Zhang,Songye Zhu.A shape Memory Alloy-based Reusable Hysteretic Damper for Seismic Hazard Mitigation[J].Smart Materialsand Structures,2007,16:1603-1613.
[26]Songye Zhu,Yunfeng Zhang.Seismic Behaviour of Self-centring Braced Frame Buildings with Reusable Hysteretic Damping Brace[J].Earthquake Engineering and Structural Dynamics,2007,36:1329-1346.
[27]Yunfeng Zhang,Songye Zhu.Seismic Response Control of Building Structures with Superelastic Shape Memory Alloy Wire Dampers[J].Journal of Engineering Mechanics,2008,134(3):240-251.
[28]Bruno S,Valente C.Comparative Response Analysis of Conventional and Innovative Seismic Protection Strategies[J].Earthquake Engi-neering and Structural Dynamics,2002,31:1067-1092.
[29]Auricchio F,Fugazza D.Earthquake Performance of Steel Frames with NiTinol Braces[J].Journal of Earthquake Engineering,2006,10:45-66.
[30]王社良,苏三庆,沈亚鹏.形状记忆合金拉锁被动控制结构地震响应分析[J].土木工程学报,2000,23(1):47-51.
[31]Corbi O.Shape Memory Alloys and their Application in Structural Oscillations Attenuation[J].Simulation Modeling Practice and Theory,2003,11(5-6):387-402.
[32]DesRoches R,Delemont R.Seismic Retrofit of Simply Supported Bridges Using Shape Memory Alloys[J].Engineering Structures,2002,(24):325-332.
[33]Li H,Liu M,Ou JP.Vibration Mitigation of a Stay Cable with one Shape Memory Alloy Damper[J].Structural Control and Health Moni-toring,2004,11:1-36.
[34]Wilde K,Gardoni P,Fujino Y.Base Isolation System with Shape Memory Alloy Device for Elevated Highway Bridges[J].Engineering Structures,2000,(22):222-229.
[35]李忠献,陈海泉,刘建涛.应用SMA复合橡胶支座的桥梁隔震[J].地震工程与工程振动,2002,22(2):143-148.
[36]陈海泉,李忠献,李延涛.应用形状记忆合金的高层建筑结构智能隔震[J].天津大学学报,2002,35(6):761-765.
[37]Indirli M,Castellano M G,Clemente P.Demo-application of Shape Memory Alloy Devices:the Rehabilitation of the S Giorgio Church Bell-Tower[R].Proceedings of SPIE,2001,4330:262-272.
[38]Mazzolani F M,Mandara A.Modern Trends in the Use of Special Metals for the Improvement of Historical and Monumental Structures[J].Engineering Structures,2002,(24):843-856.
[39]李惠,毛晨曦.形状记忆合金(SMA)被动耗能减震体系的设计及参数分析[J].地震工程与工程振动,2001,21(4):54-59.
[40]钱辉,李宏男,宋钢兵.形状记忆合金阻尼器效能减震体系的控制研究[J].振动与冲击,2008,27(8):42-47.
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