形状记忆合金在结构被动控制中的研究现状与存在问题
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摘要
利用形状记忆合金材料的超弹性效应和高阻尼特性制成的形状记忆合金被动阻尼器,主要用于桥梁和框架等结构中控制结构的地震反应.阐述了形状记忆合金在被动控制方面的研究及应用现状,指出了进一步的研究方向.
Using the material's super elastic effect and high damping characteristic of shape memory alloy,the passive damper is made with shape memory alloy it is mainly used the struction,such as bridges and the frames,to control the response to earthguake.Some researches of SMA's passive structural vibration controls are presented,and the futher researches are pointed out.
Using the material's super elastic effect and high damping characteristic of shape memory alloy,the passive damper is made with shape memory alloy it is mainly used the struction,such as bridges and the frames,to control the response to earthguake.Some researches of SMA's passive structural vibration controls are presented,and the futher researches are pointed out.
引文
[1]超连城,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,2002:52-66.
[2]Feng Z C,Li D Z.Dynamics of a mechanical system with ashape memory alloy bar[J].Journal of Intelligent MaterialSystem and Structures,1996(7):399-410.
[3]Victor Birman.Effects of SMAdampers on nonlinear vibra-tion s of elastic structures[C]∥Proc.of SPIE-The Inter-national Society for Optical Engineering,2000(3039):268-276.
[4]R DesRoches.Shape memory alloy-based response modifi-cation of simply supported bridge[C]∥Advances in Struc-tural Dynamics,2000:267-274.
[5]Adachi Y,Unjoy S.Experimental study on seismic responsecontrol of bridge by damper devices using shape memoryalloys[C]∥Proc.of the Second World Conference onStructural Control,Japan,1998:1861-1870.
[6]Attanasio M,Faraveli L,Mationi A.Exploiting SMA barsin energy dissipation[C]∥Proceedings of the second In-ternational Workshop on Structure Control,Hong Kong,1996:40-50.
[7]Clark P W,Aiken I D,Higashino M,et al.Experimentaland analytical studies of shape memory alloy dampers forstructure control[C]∥Proc.of SPIE,1995.(2445):241-251.
[8]Higashino M,Aizawa A,Clark P W,et al.Experimental andanalytical studies of structural control system using shapememory alloy[C]∥Proceedings of the Second Interna-tional Workshop on Structure Control,Hong Kong,1996:221-229.
[9]韩玉林,李爱群,林萍华.基于形状记忆合金耗能器的框架振动控制试验研究[J].东南大学学报(自然科学版),2000,30(4):16-20.
[10]王社良,苏三庆.形状记忆合金的超弹性恢复力模型及其结构抗震控制[J].工业建筑,1999,29(3):49-52.
[11]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.
[12]倪立峰,李爱群.工程结构的SMA超弹性减振技术及应用研究[J].工业建筑,2003,33(6):1-3.
[13]左晓宝,李爱群,倪立峰,等.超弹性形状记忆合金丝(NiTi)力学性能的试验研究[J].土木工程学报,2000,37(12):10-16.
[14]Witting P R,Cozzarelli F A.Shape memory alloy struc-ture damper:material properties,design and seismic tes-ting[R].Technical Report NCEER-92-0013,1992.
[15]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.
[16]李惠,毛晨曦.形状记忆合金(SMA)被动耗能减震体系的设计与参数分析[J].地震工程与工程振动,2001,21(4):54-59.
[17]毛晨曦,李惠,欧进萍.形状记忆合金被动阻尼器及结构地震反应控制试验研究和分析[J].建筑结构学报,2005,26(3):38-44.
[18]Robert K,Jack H,Steve S.Structure damping with shapememory alloys:a class of devices[C]∥Proc.of SPIE,2002(2445):225-249.
[19]Maria G C,Maurizio I,Alessandro M.Progress of applica-tion,research,development and design guidelines forShape Memory Alloy devices for cultural heritage struc-tures in Italy[C]∥Proc.of SPIE,1999(4330):250-261.
[20]Maurizio I,Maria G C,Allessandro M.Demo-applicationof Shape Memory Alloy devices:the rehabilitation of the SGiorgio Church Bell-Tower[C]∥Proc.of SPIE,2004(4330):262-272.
[2]Feng Z C,Li D Z.Dynamics of a mechanical system with ashape memory alloy bar[J].Journal of Intelligent MaterialSystem and Structures,1996(7):399-410.
[3]Victor Birman.Effects of SMAdampers on nonlinear vibra-tion s of elastic structures[C]∥Proc.of SPIE-The Inter-national Society for Optical Engineering,2000(3039):268-276.
[4]R DesRoches.Shape memory alloy-based response modifi-cation of simply supported bridge[C]∥Advances in Struc-tural Dynamics,2000:267-274.
[5]Adachi Y,Unjoy S.Experimental study on seismic responsecontrol of bridge by damper devices using shape memoryalloys[C]∥Proc.of the Second World Conference onStructural Control,Japan,1998:1861-1870.
[6]Attanasio M,Faraveli L,Mationi A.Exploiting SMA barsin energy dissipation[C]∥Proceedings of the second In-ternational Workshop on Structure Control,Hong Kong,1996:40-50.
[7]Clark P W,Aiken I D,Higashino M,et al.Experimentaland analytical studies of shape memory alloy dampers forstructure control[C]∥Proc.of SPIE,1995.(2445):241-251.
[8]Higashino M,Aizawa A,Clark P W,et al.Experimental andanalytical studies of structural control system using shapememory alloy[C]∥Proceedings of the Second Interna-tional Workshop on Structure Control,Hong Kong,1996:221-229.
[9]韩玉林,李爱群,林萍华.基于形状记忆合金耗能器的框架振动控制试验研究[J].东南大学学报(自然科学版),2000,30(4):16-20.
[10]王社良,苏三庆.形状记忆合金的超弹性恢复力模型及其结构抗震控制[J].工业建筑,1999,29(3):49-52.
[11]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.
[12]倪立峰,李爱群.工程结构的SMA超弹性减振技术及应用研究[J].工业建筑,2003,33(6):1-3.
[13]左晓宝,李爱群,倪立峰,等.超弹性形状记忆合金丝(NiTi)力学性能的试验研究[J].土木工程学报,2000,37(12):10-16.
[14]Witting P R,Cozzarelli F A.Shape memory alloy struc-ture damper:material properties,design and seismic tes-ting[R].Technical Report NCEER-92-0013,1992.
[15]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.
[16]李惠,毛晨曦.形状记忆合金(SMA)被动耗能减震体系的设计与参数分析[J].地震工程与工程振动,2001,21(4):54-59.
[17]毛晨曦,李惠,欧进萍.形状记忆合金被动阻尼器及结构地震反应控制试验研究和分析[J].建筑结构学报,2005,26(3):38-44.
[18]Robert K,Jack H,Steve S.Structure damping with shapememory alloys:a class of devices[C]∥Proc.of SPIE,2002(2445):225-249.
[19]Maria G C,Maurizio I,Alessandro M.Progress of applica-tion,research,development and design guidelines forShape Memory Alloy devices for cultural heritage struc-tures in Italy[C]∥Proc.of SPIE,1999(4330):250-261.
[20]Maurizio I,Maria G C,Allessandro M.Demo-applicationof Shape Memory Alloy devices:the rehabilitation of the SGiorgio Church Bell-Tower[C]∥Proc.of SPIE,2004(4330):262-272.
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