Symbolic and Numeric Solutions of Modified Bang-Bang Control Strategies for Performance-Based Assessment of Base-Isolated Structures

Title of dissertation: SYMBOLIC AND NUMERIC SOLUTIONS OF MODIFIED BANG-BANG CONTROL STRATEGIES FOR PERFORMANCE-BASED ASSESSMENT OF BASE-ISOLATED STRUCTURES Robert R. Sebastianelli, Jr., Doctor of Philosophy, 2005 Dissertation directed by: Associate Professor Mark A. Austin Department of Civil and Environmental Engineering and Institute for Systems Research This work explores symbolic and numeric solutions to the Lyapunov matrix equation as it applies to performance-based assessment of base-isolated structures supplemented by modified bang-bang control. Traditional studies of this type rely on numeric simulations alone. This study is the first to use symbolic analysis as a means of identifying key “cause and effect” relationships existing between parameters of the active control problem and the underlying differential equations of motion. We show that symbolic representations are very lengthy, even for structures having a small number of degrees of freedom. However, under certain simplifying assumptions, symbolic solutions to the Lyapunov matrix equation assume a greatly simplified form (thereby avoiding the need for computational solutions). Regarding the behavior of the bang-bang control strategy, further analysis shows: (1) for a 1-DOF system, the actuator force acts very nearly in phase, but in opposite direction to the velocity (90◦ out of phase and in opposite direction to the displacement), and (2) for a wide range of 2-DOF nonlinear base-isolated models, bang-bang control is insensitive to nonlinear deformations in the isolator devices. Through nonlinear time-history analysis, we see that oneand two-DOF models are good indicators of behavior in higher DOF models. An analytical framework for system assessment through energyand powerbalance analysis is formulated. Computational experiments on base-isolated systems are conducted to identify and quantitatively evaluate situations when constant stiffness bang-bang control can significantly enhance overall performance, compared to base isolation alone, and assess the ability of present-day actuator technologies to deliver actuator power requirements estimated through simulation. SYMBOLIC AND NUMERIC SOLUTIONS OF MODIFIED BANG-BANG CONTROL STRATEGIES FOR PERFORMANCE-BASED ASSESSMENT OF BASE-ISOLATED STRUCTURES by Robert R. Sebastianelli, Jr. Dissertation submitted to the Faculty of the Graduate School of the University of Maryland, College Park in partial fulfillment of the requirements for the degree of Doctor of Philosophy 2005 Advisory Committee: Associate Professor Mark A. Austin, Chair/Advisor Associate Professor Raymond Adomaitis Professor Emeritus Pedro Albrecht Professor Bilal M. Ayyub Assistant Professor Ricardo A. Medina c © Copyright by Robert R. Sebastianelli, Jr. 2005 This dissertation is dedicated to my wife, Mary. For her love, taste, judgment, and style.

[1]  Farzad Naeim,et al.  Design of seismic isolated structures , 1999 .

[2]  Peter J. Moss,et al.  Seismic Design of Bridges on Lead-Rubber Bearings , 1987 .

[3]  G. W. Housner,et al.  Limit Design of Structures to Resist Earthquakes , 1956 .

[4]  H. Allison Smith,et al.  Vibration control of cable-stayed bridges—part 1: modeling issues , 1998 .

[5]  Pierre R. Belanger Control Engineering: A Modern Approach , 1994 .

[6]  Ronald L. Mayes,et al.  Closure of "AASHTO Seismic Isolation Design Requirements for Highway Bridges" , 1992 .

[7]  Mark Austin,et al.  ALADDIN: A Computational Toolkit for Interactive Engineering Matrix and Finite Element Analysis , 1995 .

[8]  T. T. Soong,et al.  Modified Bang-Bang Control Law for Structural Control Implementation , 1996 .

[9]  Shirley J. Dyke,et al.  Phenomenological Model of a Magnetorheological Damper , 1996 .

[10]  Shirley J. Dyke,et al.  An experimental study of MR dampers for seismic protection , 1998 .

[11]  W. J. Hall,et al.  Earthquake spectra and design , 1982 .

[12]  H. M. Ali,et al.  Seismic design of base-isolated highway bridges utilizing lead-rubber bearings , 1990 .

[13]  Wonham,et al.  Optimal bang-bang control with quadratic performance index , 1963 .

[14]  J. Doyle,et al.  Robust and optimal control , 1995, Proceedings of 35th IEEE Conference on Decision and Control.

[15]  Billie F. Spencer,et al.  “Smart” Base Isolation Strategies Employing Magnetorheological Dampers , 2002 .

[16]  Henry T. Y. Yang,et al.  Actuator and Sensor Placement for Multiobjective Control of Structures , 1999 .

[17]  Mark Austin,et al.  Probabilistic Design of Earthquake‐Resistant Structures , 1987 .

[18]  A. J. Carr,et al.  Reduction and distribution of lateral seismic inertia forces on base isolated multistorey structures , 1991 .

[19]  Michael D. Symans,et al.  Experimental Verification of Seismic Response of Building Frame with Adaptive Sliding Base-Isolation System , 2002 .

[20]  Shirley J. Dyke,et al.  Next Generation Bench-mark Control Problems for Seismically Excited Buildings , 1999 .

[21]  James M. Kelly,et al.  Seismic response of light internal equipment in base‐isolated structures , 1985 .

[22]  A. J. Carr,et al.  A simplified earthquake resistant design method for base isolated multistorey structures , 1991 .

[23]  Erik A. Johnson,et al.  "SMART" BASE ISOLATION SYSTEMS , 2000 .

[24]  T. T. Soong,et al.  Experimental Study of Active Control for MDOF Seismic Structures , 1989 .

[25]  Richard V. Field,et al.  Probabilistic Stability Robustness of Structural Systems , 1996 .

[26]  Takuji Kobori,et al.  Seismic response controlled structure with Active Variable Stiffness system , 1993 .

[27]  Mark Austin,et al.  Probabilistic Limit States Design of Moment-Resistant Frames Under Seismic Loading , 1986 .

[28]  R. Bellman,et al.  On the “bang-bang” control problem , 1956 .

[29]  Jiahao Lin,et al.  An Introduction to Seismic Isolation , 1993 .

[30]  Shirley J. Dyke,et al.  Experimental Study of an Active Mass Driver Using Acceleration Feedback Control Strategies , 1995 .

[31]  M. Sain,et al.  Series solution of a class of nonlinear optimal regulators , 1996 .

[32]  Guangjun Li,et al.  Field test of an intelligent stiffener for bridges at the I-35 Walnut Creek bridge , 1999 .

[33]  Y. Wen Method for Random Vibration of Hysteretic Systems , 1976 .

[34]  C. Uang,et al.  Evaluation of seismic energy in structures , 1990 .

[35]  Nicos Makris,et al.  RIGIDITY–PLASTICITY–VISCOSITY: CAN ELECTRORHEOLOGICAL DAMPERS PROTECT BASE‐ISOLATED STRUCTURES FROM NEAR‐SOURCE GROUND MOTIONS? , 1997 .

[36]  James M. Kelly,et al.  Robust control of base-isolated structures under earthquake excitation , 1987 .

[37]  W-J Lin MODERN COMPUTATIONAL ENVIRONMENT FOR SEISMIC ANALYSIS OF HIGHWAY BRIDGES , 1999 .

[38]  M. Sain,et al.  “ Smart ” Dampers for Seismic Protection of Structures : A Full-Scale Study , 1998 .

[39]  Billie F. Spencer,et al.  Frequency domain optimal control strategies for aseismic protection , 1994 .

[40]  Satish Nagarajaiah,et al.  WIND RESPONSE CONTROL OF BUILDING WITH VARIABLE STIFFNESS TUNED MASS DAMPER USING EMPIRICAL MODE DECOMPOSITION/HILBERT TRANSFORM , 2004 .

[41]  R. G. Tyler Rubber bearings in base-isolated structures―a summary paper , 1991 .

[42]  Graham H. Powell,et al.  Seismic damage prediction by deterministic methods: Concepts and procedures , 1988 .

[43]  Guoming G. Zhu,et al.  A Convergent Algorithm for the Output Covariance Constraint Control Problem , 1997 .

[44]  Billie F. Spencer,et al.  Controlling Buildings: A New Frontier in Feedback , 1998 .

[45]  T. T. Soong,et al.  Experiments on Active Control of Seismic Structures , 1988 .

[46]  Mark Austin,et al.  Energy Balance Assessment of Base-Isolated Structures , 2004 .

[47]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[48]  Peter Fajfar,et al.  Equivalent ductility factors, taking into account low‐cycle fatigue , 1992 .

[49]  Qiwei He,et al.  Controlled Semiactive Hydraulic Vibration Absorber for Bridges , 1996 .

[50]  Howard Kaufman,et al.  Direct Adaptive Control Algorithms , 1998 .

[51]  Wl L. Qu,et al.  Seismic response control of frame structures using magnetorheological/electrorheological dampers , 2000 .

[52]  R. Stengel Stochastic Optimal Control: Theory and Application , 1986 .

[53]  H. Allison Smith,et al.  Vibration control of cable‐stayed bridges—part 2: control analyses , 1998 .

[54]  G. W. Housner,et al.  Behavior of Structures During Earthquakes , 1959 .

[55]  Billie F. Spencer,et al.  Intelligent Base Isolation Systems , 1998 .

[56]  T. T. Soong,et al.  Acceleration Feedback Control of MDOF Structures , 1996 .

[57]  William Robinson,et al.  Lead‐rubber hysteretic bearings suitable for protecting structures during earthquakes , 1982 .

[58]  Athol J. Carr,et al.  Design Method for Bridges on Lead‐Rubber Bearings , 1989 .

[59]  Thomas Kailath,et al.  Linear Systems , 1980 .

[60]  Jerome J. Connor,et al.  Introduction to Structural Motion Control , 2002 .

[61]  Chang-Hee Won,et al.  Reliability-based measures of structural control robustness , 1994 .

[62]  Mark Austin,et al.  Structural matrix computations with units , 2000 .

[63]  T. T. Soong,et al.  Base isolated structures with active control , 1987 .

[64]  Marvin W. Halling,et al.  Near-Source Ground Motion and its Effects on Flexible Buildings , 1995 .