Design of Passive Energy Dissipation Systems Based on LQR Control Methods

The design of passive energy dissipation systems, referred to as passive dampers, involves the determination of the required capacity of each damper installed at selected locations. Generally, dampers with an identical capacity are installed in various story units of a building. However, installing identical dampers in various story units does not achieve the optimal performance for the building and it may result in a conservative and more expensive design. In this paper, two design methods, based on the concepts of linear quadratic regulator (LQR) control theories, are presented for the design of the capacity of passive dampers. For most of the passive dampers, the force applied to the structure depends only on the displacement and velocity across the damper. From the standpoint of control theories, the passive control force depends only on the local measurements of the displacement (i.e., drift across the damper) and velocity. This type of controller is referred to as the decentralized controller. Consequently, LQR control theories for the design of active controllers are modified and applied to the design of passive dampers. Advantages of the proposed methods for different types of passive dampers are demonstrated through numerical simulations.

[1]  T. A. Posbergh,et al.  A Control Formulation for Vibration Absorbers , 1991, 1991 American Control Conference.

[2]  N. Isyumov,et al.  Building Motion in Wind , 1986 .

[3]  José Claudio Geromel,et al.  An algorithm for optimal decentralized regulation of linear quadratic interconnected systems , 1979, Autom..

[4]  T. T. Soong,et al.  Seismic Design of Viscoelastic Dampers for Structural Applications , 1992 .

[5]  Huibert Kwakernaak,et al.  Linear Optimal Control Systems , 1972 .

[6]  Jann N. Yang,et al.  Application of Optimal Control Theory to Civil Engineering Structures , 1975 .

[7]  Jan Lunze,et al.  Feedback control of large-scale systems , 1992 .

[8]  Anil K. Agrawal,et al.  STATIC OUTPUT POLYNOMIAL CONTROL FOR LINEAR STRUCTURES , 1997 .

[9]  C. A. Desoer,et al.  Nonlinear Systems Analysis , 1978 .

[10]  T. T. Soong,et al.  Seismic Behavior and Design Guidelines for Steel Frame Structures with Added Viscoelastic Dampers , 1993 .

[11]  T. T. Soong,et al.  Seismic response of steel frame structures with added viscoelastic dampers , 1989 .

[12]  J. Van De Vegte,et al.  Design of Optimal Passive Beam Vibration Controls by Optimal Control Techniques , 1973 .

[13]  Jann N. Yang,et al.  Reduced-order H∞ and LQR control for wind-excited tall buildings , 1998 .

[14]  C. Knapp,et al.  Parameter optimization in linear systems with arbitrarily constrained controller structure , 1979 .

[15]  E. Davison,et al.  On the stabilization of decentralized control systems , 1973 .

[16]  Singiresu S Rao,et al.  Dual Active and Passive Control of Large Flexible Structures , 1991 .

[17]  P. Dorato,et al.  Static output feedback: a survey , 1994, Proceedings of 1994 33rd IEEE Conference on Decision and Control.

[18]  M. Athans,et al.  On the determination of the optimal constant output feedback gains for linear multivariable systems , 1970 .

[19]  Michael Athans,et al.  Survey of decentralized control methods for large scale systems , 1978 .

[20]  Edward J. Davison,et al.  Sequential stability and optimization of large scale decentralized systems, , 1979, Autom..

[21]  S. Lindahl,et al.  A design scheme for incomplete state or output feedback with applications to boiler and power system control , 1974 .

[22]  John B. Moore,et al.  A gradient flow approach to decentralized output feedback optimal control , 1996 .

[23]  Andrei M. Reinhorn,et al.  Design of Supplemental Dampers for Control of Structures , 1996 .

[24]  T. T. Soong,et al.  Passive Energy Dissipation Systems in Structural Engineering , 1997 .

[25]  H. Sirisena,et al.  Computation of optimal output feedback gains for linear multivariable systems , 1974 .

[26]  Daniel J. Stech H2 Approach for Optimally Tuning Passive Vibration Absorbers to Flexible Structures , 1994 .

[27]  Suresh M. Joshi,et al.  Optimal member damper controller design for large space structures , 1980 .

[28]  Anil K. Agrawal,et al.  Design of passive dampers using active-control theories , 1998, Smart Structures.

[29]  Y. Lin,et al.  A New Method for the Optimization of a Vibration Isolation System , 1990 .