变刚度半主动振动控制技术研究现状
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摘要
变刚度半主动控制技术是一种半主动控制技术,其目的是通过改变系统刚度来实现减振。文中介绍了变刚度半主动控制技术的控制原理、控制装置和控制算法,并对该技术目前可能存在的问题进行了总结。
The variable stiffness semi-active control technology is a kind of the semi-active control technology,which changes the stiffness of the system to achieve the purpose of vibration reduction.The control principle,control devices and control algorithm of the variable stiffness semi-active control technology,are introduced.And some possible problems of the technology are summarized.
The variable stiffness semi-active control technology is a kind of the semi-active control technology,which changes the stiffness of the system to achieve the purpose of vibration reduction.The control principle,control devices and control algorithm of the variable stiffness semi-active control technology,are introduced.And some possible problems of the technology are summarized.
引文
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[2]刘季.结构抗震抗风振动控制[C]//第六届全国结构工程学术会议论文集(特邀报告),南宁,1997.
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[7]李敏霞,刘季.变刚度半主动结构振动控制的试验研究[J].地震工程与工程振动,1998,12(4):90-95.
[8]彭凌云,周锡元,闫维明.管式变摩擦阻尼器的减振性能试验与数值模拟[J].振动与冲击,2012,31(5):12-16.
[9]潘法超,李杰,刘宏欣.设置变刚度加强层的框架-核心筒结构抗震性能研究[J].江西科学,2012,30(3):357-361.
[10]李宏男,李忠献.结构振动与控制[M].北京:中国建筑工业出版社,2005:290-298.
[11]杨润林,周锡元,刘锡荟.结构半主动变刚度控制的研究[C]//第六届全国地震工程学术会议.南京:东南大学,2002.
[12]YOUNG K D,et al.Discontinuous active stiffness control for civilstructures[C]//9th VPI&&SU Symp.On dynamics and control oflarge structures.Blacksburg,VA,May,1993.
[13]YANG J N,et al.Control of Seismic-excited Buildings UsingActive Variable Stiffness Systems[J].Engineering Structures,1996,18(8):589-596.
[14]白荣林,杨润林,杜建霞,等.结构变刚度/变阻尼控制若干问题的研究[J].建筑科学,2009(7):46-51.
[2]刘季.结构抗震抗风振动控制[C]//第六届全国结构工程学术会议论文集(特邀报告),南宁,1997.
[3]KOBORI T.Shaking Table Experimental of Multi-Story SeimicResponse Controlled Structure with Active Variable Stiffness(AVS)System[C]//Proceedings of 8th Japan Earthquake EngineeringSymposium.Tokyo:JSCE,1990:1923-1928.
[4]欧进萍.结构振动控制-主动、半主动争智能控制[M].北京:科学出版社,2003.
[5]GRAESSER E J,et al.Shape memory alloys as new materials forseismic isolation[J].Journal of Engineering Mechanics,1991,117(11):2590-2608.
[6]刘季,李敏霞.变刚度半主动结构振动控制[J].振动工程学报,1999,12(2):166-172.
[7]李敏霞,刘季.变刚度半主动结构振动控制的试验研究[J].地震工程与工程振动,1998,12(4):90-95.
[8]彭凌云,周锡元,闫维明.管式变摩擦阻尼器的减振性能试验与数值模拟[J].振动与冲击,2012,31(5):12-16.
[9]潘法超,李杰,刘宏欣.设置变刚度加强层的框架-核心筒结构抗震性能研究[J].江西科学,2012,30(3):357-361.
[10]李宏男,李忠献.结构振动与控制[M].北京:中国建筑工业出版社,2005:290-298.
[11]杨润林,周锡元,刘锡荟.结构半主动变刚度控制的研究[C]//第六届全国地震工程学术会议.南京:东南大学,2002.
[12]YOUNG K D,et al.Discontinuous active stiffness control for civilstructures[C]//9th VPI&&SU Symp.On dynamics and control oflarge structures.Blacksburg,VA,May,1993.
[13]YANG J N,et al.Control of Seismic-excited Buildings UsingActive Variable Stiffness Systems[J].Engineering Structures,1996,18(8):589-596.
[14]白荣林,杨润林,杜建霞,等.结构变刚度/变阻尼控制若干问题的研究[J].建筑科学,2009(7):46-51.
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