Sparse representation for damage identification of structural systems
This work addresses damage identification for structural engineering, offering a method to improve reliability in monitoring infrastructure, but it is incremental as it builds on existing sparse representation techniques.
The paper tackles the problem of identifying damage in structural systems, which is an ill-conditioned inverse problem, by proposing a two-stage sensitivity analysis-based framework that combines model updating and sparse damage identification, achieving high accuracy in localizing and quantifying damage across three examples including a 10-story building and a shake table test.
Identifying damage of structural systems is typically characterized as an inverse problem which might be ill-conditioned due to aleatory and epistemic uncertainties induced by measurement noise and modeling error. Sparse representation can be used to perform inverse analysis for the case of sparse damage. In this paper, we propose a novel two-stage sensitivity analysis-based framework for both model updating and sparse damage identification. Specifically, an $\ell_2$ Bayesian learning method is firstly developed for updating the intact model and uncertainty quantification so as to set forward a baseline for damage detection. A sparse representation pipeline built on a quasi-$\ell_0$ method, e.g., Sequential Threshold Least Squares (STLS) regression, is then presented for damage localization and quantification. Additionally, Bayesian optimization together with cross validation is developed to heuristically learn hyperparameters from data, which saves the computational cost of hyperparameter tuning and produces more reliable identification result. The proposed framework is verified by three examples, including a 10-story shear-type building, a complex truss structure, and a shake table test of an eight-story steel frame. Results show that the proposed approach is capable of both localizing and quantifying structural damage with high accuracy.