Integration of identification and vibration control of time-varying structures subject to unknown seismic ground excitation. (8th January 2020)

• Record Type: Journal Article
• Authors: Lei, Ying; Lu, Jubin; Huang, Jinshan
• Is Part Of: Journal of vibration and control. Volume 26:Number 15/16(2020)
• Page Start: 1330
• Page End: 1344
• Publication Date: 2020-01-08
• Subjects: Integration algorithm -- time-varying system -- structural identification -- Kalman filter with unknown input -- absolute response -- instantaneous optimal control; Vibration -- Periodicals; Damping (Mechanics) -- Periodicals; 620.3
• DOI: 10.1177/1077546319896444
• Languages: English
• ISSNs: 1077-5463

Abstract

The synthesis of structural health monitoring and vibration control is important in order to provide facilities for constructing smart structures. In recent years, some techniques have been developed to integrate structural identification and optimal vibration control. However, it is still challenging to integrate the identification and vibration control of time-varying structures subject to unknown earthquake excitation. The main difficulties are that structural dynamic responses collected by a simple harmonic motion system are absolute responses under unknown earthquake ground motion while previous identification approaches for unknown external excitation are not applicable for this situation and the need of an efficient algorithm to accurately track the various scenarios of time-varying structures with inexpensive computation to ensure the real-time performance requested by structural vibration control. In this paper, a novel algorithm is presented, in which structural time-varying parameters are treated as 'virtual unknown inputs' to the underlying time-invariant structure, a generalized Kalman filter with unknown inputs is proposed for joint identification of joint structural state, unknown earthquake excitation and 'virtual unknown inputs' with only partially measured structural absolute responses, and the identification results are integrated in real-time with the instantaneous optimal control scheme to reach the goal of optimal semi-active control provided by magneto-rheological dampers. Some numerical examples of integrated identification and vibration control of various time-varying structures subject to unknown earthquake excitation are used to demonstrate the performances of the proposed algorithm.