Sparse structural system identification method for nonlinear dynamic systems with hysteresis/inelastic behavior. (15th February 2019)

• Record Type: Journal Article
• Authors: Lai, Zhilu; Nagarajaiah, Satish
• Is Part Of: Mechanical systems and signal processing. Volume 117(2019)
• Page Start: 813
• Page End: 842
• Publication Date: 2019-02-15
• Subjects: Nonlinear structural system identification -- Sparse regularization -- Hysteresis -- Inelastic behavior -- Negative stiffness device -- Model selection -- Cross validation; Structural dynamics -- Periodicals; Vibration -- Periodicals; Constructions -- Dynamique -- Périodiques; Vibration -- Périodiques; Structural dynamics; Vibration; Periodicals; 621
• DOI: 10.1016/j.ymssp.2018.08.033
• Languages: English
• ISSNs: 0888-3270

Abstract

Highlights: Method is applicable to systems with nonlinear elastic and inelastic behavior. The method allows one to extract the force-displacement behavior with memory. Discovery of the nonlinear/inelastic features embedded within the system. Extraction of equations of motion and physics of the system. Method is applicable for systems in Civil, Mechanical, and Aerospace engineering. Abstract: A system identification technique suitable for single degree of freedom (SDOF) and multiple degree of freedom (MDOF) structural systems with either nonlinear elastic or inelastic/hysteretic behavior is proposed in this paper. The method is a parametric modeling technique based on sparse regularization. The proposed framework is capable of discovering the underlying governing equations of the system of interest from input-output data. We build on the work of Brunton et al. (2016) by including functions that allow the discovery of significant nonlinearities, and hystertic or inelastic behavior with permanent deformation. We also present model selection using sparse regularization and cross validation using Akaike criteria. We demonstrate through experimental validation that the technique presented in this paper is applicable to a significantly broader class of problems. The effectiveness of the proposed method is evaluated through numerical examples of a 2-story nonlinear or inelastic building with a adjustable stiffness device. We also present experimental validation using a unique nonlinear structural system that consists of a MDOF structural system and a nonlinear negative stiffness device (NSD) to illustrate the significant ability of the proposed framework. We successfully identify the following structural systems from experimental data: a SDOF yielding frame without NSD; a SDOF yielding frame with NSD; and a 3-DOF frame with NSD. The extracted sparse model also shows potential for generalization.