期刊文献+

Design approaches for active,semi-active and passive control systems based on analysis of characteristics of active control force 被引量:4

Design approaches for active,semi-active and passive control systems based on analysis of characteristics of active control force
下载PDF
导出
摘要 In this paper, the characteristics of forces in active control systems connected to adjacent levels of a building are analyzed. The following characteristics are observed: (1) active control can provide significantly superior supplemental damping to a building, but causes a small frequency shift; (2) the linear quadratic regulator (LQR)-based control force is composed of an elastic restoring force component and a damping force component, where the damping force is almost identical to the total control force, however, the elastic restoring force is very small; and (3) the active control forces prevent mction most of the time during the entire control process. These three characteristics imply that active control systems connected to adjacent levels of a building behave like passive damping devices with adjustable parameters, namely damping characteristics in an active control, which is the mechanism used by semi-active control devices to reach similar performance as active control systems. Two indices are defined to quantify the damping characteristics of control forces in active control systems. These two indices can also be used to quantify the capacity of semi-active control to achieve the perfonrlance of active control. Based on the above observations, two principles are founded for optimization of parameters of semi-active control devices and passive dampers. The first is that the maximum output force of a semi-active or passive device to be designed is identical to an active device, called "design principle". The other is the response equivalent principle, which states that the response of a building with semi-active or passive devices is the same as with active devices when the same maximum output force is applied. The design procedure for semi-active control devices and passive dampers is described in detail. Finally, numerical simulations of two benchmark problems is conducted to demonstrate the damping characteristics of active control and investigate the capacity of semi-active control to achieve the same performance as active control. In this paper, the characteristics of forces in active control systems connected to adjacent levels of a building are analyzed. The following characteristics are observed: (1) active control can provide significantly superior supplemental damping to a building, but causes a small frequency shift; (2) the linear quadratic regulator (LQR)-based control force is composed of an elastic restoring force component and a damping force component, where the damping force is almost identical to the total control force, however, the elastic restoring force is very small; and (3) the active control forces prevent mction most of the time during the entire control process. These three characteristics imply that active control systems connected to adjacent levels of a building behave like passive damping devices with adjustable parameters, namely damping characteristics in an active control, which is the mechanism used by semi-active control devices to reach similar performance as active control systems. Two indices are defined to quantify the damping characteristics of control forces in active control systems. These two indices can also be used to quantify the capacity of semi-active control to achieve the perfonrlance of active control. Based on the above observations, two principles are founded for optimization of parameters of semi-active control devices and passive dampers. The first is that the maximum output force of a semi-active or passive device to be designed is identical to an active device, called "design principle". The other is the response equivalent principle, which states that the response of a building with semi-active or passive devices is the same as with active devices when the same maximum output force is applied. The design procedure for semi-active control devices and passive dampers is described in detail. Finally, numerical simulations of two benchmark problems is conducted to demonstrate the damping characteristics of active control and investigate the capacity of semi-active control to achieve the same performance as active control.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2009年第4期493-506,共14页 地震工程与工程振动(英文刊)
基金 National Fundamental Research Program (973) Under Grant No. 2007CB714204 the R & D Program Under Grant No. 2006BAJ03B06 NSFC Under Grant No. 90815027
关键词 active control: semi-active control smart control DAMPING design approach active control: semi-active control smart control damping design approach
  • 相关文献

参考文献10

  • 1Casciati F. Proc.3rd World Conf.on Structural Control . 2003
  • 2Kobori T.‘‘Past,Present and Future in Seismic Response Control in Civil Engineering Structures,’’[].Procrd World Conf on Structural Control.2003
  • 3Kurata N,Kobori T,Takahashi M,Ishibashi T,Niwa J,Tagami J,Midorikawa H.Forced Vibration Test of a Building with Semi-active Damper System[].Earthquake Engineering and Structural Dynamics.2000
  • 4Li H,Ou JP,Liu M,Guan XC."Design and Implementation of Semi-active MR Damper Control Systems for Stay Cables of Binzhou Yellow River Highway Bridge in China,"[].Proc International Symposium on Network and Center-based Research for Smart Structures Technologies and Earthquake Engineering.2004
  • 5Ohtori Y,Christenson RE,Spencer BF Jr,Dyke SJ."Benchmark Control Problems for Seismically Excited Nonlinear Buildings,"[].Journal of Engineering Mechanics ASCE.2003
  • 6Ou JP.Structural Vibration Control—Active,Semi-active and Smart Control[]..2003
  • 7Ou JP,He Z,Wu B,Long X."Damage Performance-based Design of Passively Controlled RC Structures,"[].JBldg Struct.2000
  • 8Soong TT,Reinhorn AM.‘‘An Overview of Active and Hybrid Structural Control Research in the U.S.’’[].StructDesTall Build.1993
  • 9Housner G W,Bergman L A,Caughey T K,et al.Structure Control: Past, Present, and Future[].Journal of Engineering.1997
  • 10Kurata N,Kobori T,Takahashi M,Niwa N,Midorikawa H.Actual seismic response controlled building with semi-active damper system[].Earthquake Engineering and Structural Dynamics.1999

同被引文献53

引证文献4

二级引证文献11

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部