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OPTIMAL POLYNOMIAL CONTROL FOR SEISMICALLY EXCITED NON‐LINEAR AND HYSTERETIC STRUCTURES
Author(s) -
YANG J. N.,
AGRAWAL A. K.,
CHEN S.
Publication year - 1996
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/(sici)1096-9845(199611)25:11<1211::aid-eqe609>3.0.co;2-3
Subject(s) - lyapunov function , control theory (sociology) , polynomial , controller (irrigation) , quintic function , mathematics , optimal control , linear system , mathematical analysis , computer science , mathematical optimization , nonlinear system , physics , control (management) , quantum mechanics , artificial intelligence , agronomy , biology
In this paper, we present an optimal polynomial controller for reducing the peak response quantities of seismically excited non‐linear or hysteretic building systems. A performance index, that is quadratic in control and polynomial of any order in non‐linear states, is considered. The performance index is minimized based on the Hamilton–Jacobi–Bellman equation using a polynomial function of non‐linear states, which satisfies all the properties of a Lyapunov function. The resulting optimal controller is a summation of polynomials in non‐linear states, i.e. linear, cubic, quintic, etc. Gain matrices for different parts of the controller are determined from Riccati and Lyapunov matrix equations. Numerical simulation results indicate that the percentage of reduction for the selected peak response quantity increases with the increase of the earthquake intensity. Such load adaptive properties are very desirable, since the intensity of the earthquake ground acceleration is stochastic in nature. The proposed optimal polynomial controller is an effective and viable control method for non‐linear or hysteretic civil engineering structures. It is an addition to available control methods in the literature.