土木工程结构振动控制研究方法综述
|
摘要
介绍了结构振动控制的概念和目前已有的结构振动控制的方法,即被动控制、主动控制、半主动控制和混合控制。介绍了各种控制方法的相关理论,提出了结构振动控制今后有待进一步研究的课题,并对其今后的发展趋势做了展望。
The concept and existent type of structural vibration control are introduced,including passive control,active control,semi-active control and hybrid control.The correspondent control theories of these methods are then introduced,the further topics of structural vibration control to be re searched are presented from now on,and its development trend is also discussed.
The concept and existent type of structural vibration control are introduced,including passive control,active control,semi-active control and hybrid control.The correspondent control theories of these methods are then introduced,the further topics of structural vibration control to be re searched are presented from now on,and its development trend is also discussed.
引文
[1]J.T.P.Yao.Concept of Structural Control,Journal of StructuralDivision[J],ASCE,Vol.98,1972.
[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(2):22-28.
[3]Clark A.J.Multiple passive tuned mass damper for reducingearthquake induced building motion[C].Proc,9th World Conf onEarthquake Engrg,1988,5.779-784
[4]FujinoY.M.Design FormulasofTuned MassDampersBased on aPerturbation Technique[J].Earthquake Engineering and StructuralDynamics,1993(22).
[5]李爱群,等.南京电视塔风振的混合振动控制研究[J].建筑结构学报,1996(3):9-17.
[6]周福霖.工程结构减震控制[M].北京:地震出版社,1997:1–226.
[7]毛剑琴,卜庆忠,张杰.结构振动控制的新进展[J].控制理论与应用,2001,18(5):647-652.
[8]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.
[9]张俊平,李新平,周福霖.桥梁结构振动控制发展及存在的问题[J].世界地震工程,1998,14(2):9-161.
[10]Spencer B F,Jr.Michael K Sain.Controlling Buildings:A NewFrontier in Feedback[J].Special Issue of the IEEE Control SystemsMagazine on Emerging Technology,1997,17(6):19-35.
[11]Hrovat D et al.Semi-active Versus Passive or Active Tuned MassDampers for Structural Control[J].Journal of EngineeringMechanics,109(3):691-705.
[12]刘季,孙作玉.结构可变阻尼半主动控制[J].地震工程与工程振动,1997,17(2):92-97.
[13]刘季,李敏霞.变刚度结构半主动控制的研究[J].地震工程与工程振动,1998,18(2):92-97.
[14]Kobori T.Future Direction on Research and Development ofSeismic-Response-Controlled Structure[C].Proc.1st World Conf.On Struct.Control.Los Angeles:1994:322-329.
[15]Kobori T.Experiment study on active variable stiffnesssystem-active seismic response controlled structure[C].Proceeding of 4th World Congress Council on Tall Building andUrban Habitat.Hong Kong;Hong Kong Polytechnic University,1990:561-572.
[16]Kobori T.Dynamics Loading Test of Real Scale St eel Frame withActive Variable Stiffness Device[J].Journal of StructuralEngineering,1991(37B):317-328.
[17]欧进萍.结构振动控制[M].北京:科学出版社,2003.
[18]陈水生.大跨度斜拉桥拉索的振动及被动、半主动控制[D].杭州:浙江大学,2002.
[19]陈水生.斜拉桥拉索的MR半主动控制研究[J].中国公路学报,2004,17(2):50-54.
[20]陈水生.斜拉桥拉索MR模糊半主动控制研究[J].华东交通大学学报,2005,22(5):1-4.
[21]陈水生.斜拉桥振动的模糊半主动控制研究[J].计算力学学报,2006,236:733-737.
[22]陈水生,李锦华.磁流变阻尼器对建筑结构地震响应半主动控制分析[J].铁道工程学报,2007,108(9):40-45.
[23]陈水生.高架桥梁地震响应磁流变阻尼器(MR)半主动控制[J].长安大学学报,2003,23(6):40-43.
[24]陈水生.高架桥梁地震响应模糊半主动控制[J].地震工程与工程振动,2005,25(6):165-171.
[25]NagashimaIShinozakiY.Variablegainfeedbackcontroltechniqueof active mass damper and its application to hybrid structural control[J].Earth Engrg&Struct Dyn,1997,26:815-838.
[26]Soong T T,Reinborn A M.An Overview of Active and HybridStructural Control Research in the U.S.[J].The Struct.Dyn.Design of Tall Buildings,1993(2):192-209.
[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(2):22-28.
[3]Clark A.J.Multiple passive tuned mass damper for reducingearthquake induced building motion[C].Proc,9th World Conf onEarthquake Engrg,1988,5.779-784
[4]FujinoY.M.Design FormulasofTuned MassDampersBased on aPerturbation Technique[J].Earthquake Engineering and StructuralDynamics,1993(22).
[5]李爱群,等.南京电视塔风振的混合振动控制研究[J].建筑结构学报,1996(3):9-17.
[6]周福霖.工程结构减震控制[M].北京:地震出版社,1997:1–226.
[7]毛剑琴,卜庆忠,张杰.结构振动控制的新进展[J].控制理论与应用,2001,18(5):647-652.
[8]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.
[9]张俊平,李新平,周福霖.桥梁结构振动控制发展及存在的问题[J].世界地震工程,1998,14(2):9-161.
[10]Spencer B F,Jr.Michael K Sain.Controlling Buildings:A NewFrontier in Feedback[J].Special Issue of the IEEE Control SystemsMagazine on Emerging Technology,1997,17(6):19-35.
[11]Hrovat D et al.Semi-active Versus Passive or Active Tuned MassDampers for Structural Control[J].Journal of EngineeringMechanics,109(3):691-705.
[12]刘季,孙作玉.结构可变阻尼半主动控制[J].地震工程与工程振动,1997,17(2):92-97.
[13]刘季,李敏霞.变刚度结构半主动控制的研究[J].地震工程与工程振动,1998,18(2):92-97.
[14]Kobori T.Future Direction on Research and Development ofSeismic-Response-Controlled Structure[C].Proc.1st World Conf.On Struct.Control.Los Angeles:1994:322-329.
[15]Kobori T.Experiment study on active variable stiffnesssystem-active seismic response controlled structure[C].Proceeding of 4th World Congress Council on Tall Building andUrban Habitat.Hong Kong;Hong Kong Polytechnic University,1990:561-572.
[16]Kobori T.Dynamics Loading Test of Real Scale St eel Frame withActive Variable Stiffness Device[J].Journal of StructuralEngineering,1991(37B):317-328.
[17]欧进萍.结构振动控制[M].北京:科学出版社,2003.
[18]陈水生.大跨度斜拉桥拉索的振动及被动、半主动控制[D].杭州:浙江大学,2002.
[19]陈水生.斜拉桥拉索的MR半主动控制研究[J].中国公路学报,2004,17(2):50-54.
[20]陈水生.斜拉桥拉索MR模糊半主动控制研究[J].华东交通大学学报,2005,22(5):1-4.
[21]陈水生.斜拉桥振动的模糊半主动控制研究[J].计算力学学报,2006,236:733-737.
[22]陈水生,李锦华.磁流变阻尼器对建筑结构地震响应半主动控制分析[J].铁道工程学报,2007,108(9):40-45.
[23]陈水生.高架桥梁地震响应磁流变阻尼器(MR)半主动控制[J].长安大学学报,2003,23(6):40-43.
[24]陈水生.高架桥梁地震响应模糊半主动控制[J].地震工程与工程振动,2005,25(6):165-171.
[25]NagashimaIShinozakiY.Variablegainfeedbackcontroltechniqueof active mass damper and its application to hybrid structural control[J].Earth Engrg&Struct Dyn,1997,26:815-838.
[26]Soong T T,Reinborn A M.An Overview of Active and HybridStructural Control Research in the U.S.[J].The Struct.Dyn.Design of Tall Buildings,1993(2):192-209.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心