A stochastic averaging-based optimal control method for nonlinear systems: Application to a building with soil-structure interactions. (15th November 2016)

• Record Type: Journal Article
• Authors: El-Khoury, Omar; Shafieezadeh, Abdollah
• Is Part Of: Engineering structures. Volume 127(2016:Nov. 15)
• Page Start: 635
• Page End: 644
• Publication Date: 2016-11-15
• Subjects: Stochastic control -- Stochastic averaging of energy envelope -- Hamilton-Jacobi-Bellman equation -- Nonlinear soil-structure-interaction; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2016.09.008
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: An optimal control method based on an enhanced stochastic averaging is presented. The averaging method provides an equivalent model for nonlinear hysteretic systems. Identified system state by Itô calculus is used in Hamilton-Jacobi-Bellman equation. The method uses an energy-based cost function and can incorporate high order terms. Results indicate high performance of this strategy compared to classical methods. Abstract: This paper presents a nonlinear stochastic optimal control algorithm based on an enhanced stochastic averaging method of energy envelope to mitigate the response of nonlinear hysteretic systems. The enhanced stochastic averaging strategy for non-integrable hysteretic systems addresses some of the shortcomings of conventional methods including consideration of a collective contribution of damping terms and the assumption of the independence of stochastic excitations. Hamilton-Jacobi-Bellman equation is used to formulate the optimization problem with a cost function that incorporates high order terms of the energy of the system in order to optimize the dynamic response. Unlike other techniques, this strategy considers the stochastic nonlinear behavior of the system in the optimization process of the control design. The performance of the proposed controller is evaluated for a one-story building on a nonlinear foundation under white noise and historic ground motions. The results are compared with those for the uncontrolled structure and the structure controlled using a linear quadratic regulator algorithm designed using stochastic linearization (SLQR). The proposed method is shown to provide considerable improvements over other control cases. In particular under Kobe ground motion, 14% and 21% reductions are observed for the maximum relative displacement and foundation displacement, respectively compared to the SLQR with similar maximum control force levels.