智能材料在土木工程结构振动控制中的应用
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摘要
智能材料包括电/磁流变液、压电材料、磁致伸缩材料以及形状记忆合金等.本文综述了近年来智能材料在土木工程结构振动控制中的应用概况,并对其今后的发展趋势作了展望.
Intelligent material includes electro-rheological & magneto-rheological fluid,piezoelectric material, Terfenol-D,and shape memory alloy.In the paper,the application of intelligent material in civil structural vibration control is summarized,and its development trend is also discussed.
Intelligent material includes electro-rheological & magneto-rheological fluid,piezoelectric material, Terfenol-D,and shape memory alloy.In the paper,the application of intelligent material in civil structural vibration control is summarized,and its development trend is also discussed.
引文
[1]Yao J T P.Concept of structural control[J],Journal of Structural Division.ASCE,1972,98.
[2]孙树民.土木工程结构振动控制技术的发展[J].噪声与振动控制,2001,(1).
[3]Makris N,Burton S A,Hill D,et al.Analysis and design of an ER dampers for seismic protection of structures[J].Journal of Engineering Mechanics.ASCE,1996,122.
[4]隋莉莉,欧进萍.半主动磁流变减振驱动器的工作原理及应用[J].哈尔滨建筑大学学报,2002,(3).
[5]薛伟辰,郑乔文,刘振勇,等.结构振动控制智能材料研究及应用进展[J].地震工程与工程振动,2006,(5).
[6]周强,瞿伟廉.磁流变阻尼器的两种力学模型和试验验证[J].地震工程与工程振动,2002,(4).
[7]Dyke S J,Spencer B F,Sain MK,et al.A new semi-active control device for seismic response reduction[C].Pro Engrg Mach Spec Conf,ASCE,New York,1996.
[8]Spencer B F,Dyke S J,Sain M K,et al.Phenomenological model of a magneto-rheological dampers[J].Journal of Engineering Mechanics.ASCE,1997,123.
[9]Mandara A,Durante A,Spina G,et al.Seismic protection of civil historical structures by MR dampers[J].Proceedings of SPIE,2006,(6169).
[10]Gordaninejad F,Saiidi M,Hansen B C,et al.Control of bridges using magneto-rheological fluid dampers and fiber-reinforced composite-material column[C].Proceedings of the 1998 SPIE Conference,1998.
[11]孙树民,梁启智.隔震独桩平台地震反应的半主动磁流变阻尼器控制研究[J].振动与冲击,2001,(3).
[12]欧进萍,王刚.海洋平台结构磁流变阻尼智能控制的试验研究[M].“九五”国家自然科学基金重大项目——大型复杂结构的关键问题及设计理论论文集,哈尔滨工业大学出版社,2002.
[13]欧进萍.结构振动控制——主动、半主动和智能控制[M].北京:科学出版社,2003.
[14]欧进萍,关新春,吴斌,等.智能型压电—摩擦耗能器[J].地震工程与工程振动,2000,(1).
[15]欧进萍.压电变摩擦阻尼器的性能试验与分析[J].地震工程与工程振动,2003,(4).
[16]瞿伟廉,陈朝晖,徐幼麟.压电材料智能摩擦阻尼器对高耸钢塔结构风振反应的半主动控制[J].地震工程与工程振动,2000,(1).
[17]夏春林,丁凡,陈大军,等.超磁致伸缩材料在流体控制元件中应用研究展望[J].液压气动与密封,1997,(2).
[18]Mauro D,Roberto M.Passive seismic devices based on shape memory alloys[C].Proceedings of 12th World Conference on Earthquake Engineering,Aucklang,New Zealand,2000.
[19]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,(1).
[20]Li Z W,Li H.A study of damage detection and emergent control of concrete beam by using shape memory alloy[C]. Proceedings of 7th International Symposium on Structural Engineering for Young Experts,Tianjin,2002.
[2]孙树民.土木工程结构振动控制技术的发展[J].噪声与振动控制,2001,(1).
[3]Makris N,Burton S A,Hill D,et al.Analysis and design of an ER dampers for seismic protection of structures[J].Journal of Engineering Mechanics.ASCE,1996,122.
[4]隋莉莉,欧进萍.半主动磁流变减振驱动器的工作原理及应用[J].哈尔滨建筑大学学报,2002,(3).
[5]薛伟辰,郑乔文,刘振勇,等.结构振动控制智能材料研究及应用进展[J].地震工程与工程振动,2006,(5).
[6]周强,瞿伟廉.磁流变阻尼器的两种力学模型和试验验证[J].地震工程与工程振动,2002,(4).
[7]Dyke S J,Spencer B F,Sain MK,et al.A new semi-active control device for seismic response reduction[C].Pro Engrg Mach Spec Conf,ASCE,New York,1996.
[8]Spencer B F,Dyke S J,Sain M K,et al.Phenomenological model of a magneto-rheological dampers[J].Journal of Engineering Mechanics.ASCE,1997,123.
[9]Mandara A,Durante A,Spina G,et al.Seismic protection of civil historical structures by MR dampers[J].Proceedings of SPIE,2006,(6169).
[10]Gordaninejad F,Saiidi M,Hansen B C,et al.Control of bridges using magneto-rheological fluid dampers and fiber-reinforced composite-material column[C].Proceedings of the 1998 SPIE Conference,1998.
[11]孙树民,梁启智.隔震独桩平台地震反应的半主动磁流变阻尼器控制研究[J].振动与冲击,2001,(3).
[12]欧进萍,王刚.海洋平台结构磁流变阻尼智能控制的试验研究[M].“九五”国家自然科学基金重大项目——大型复杂结构的关键问题及设计理论论文集,哈尔滨工业大学出版社,2002.
[13]欧进萍.结构振动控制——主动、半主动和智能控制[M].北京:科学出版社,2003.
[14]欧进萍,关新春,吴斌,等.智能型压电—摩擦耗能器[J].地震工程与工程振动,2000,(1).
[15]欧进萍.压电变摩擦阻尼器的性能试验与分析[J].地震工程与工程振动,2003,(4).
[16]瞿伟廉,陈朝晖,徐幼麟.压电材料智能摩擦阻尼器对高耸钢塔结构风振反应的半主动控制[J].地震工程与工程振动,2000,(1).
[17]夏春林,丁凡,陈大军,等.超磁致伸缩材料在流体控制元件中应用研究展望[J].液压气动与密封,1997,(2).
[18]Mauro D,Roberto M.Passive seismic devices based on shape memory alloys[C].Proceedings of 12th World Conference on Earthquake Engineering,Aucklang,New Zealand,2000.
[19]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,(1).
[20]Li Z W,Li H.A study of damage detection and emergent control of concrete beam by using shape memory alloy[C]. Proceedings of 7th International Symposium on Structural Engineering for Young Experts,Tianjin,2002.
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