Higher-Order Stabilized Perturbation for Recursive Eigen-Decomposition Estimation

被引:11
|
作者
Mucchielli, Paul [1 ]
Bhowmik, Basuraj [1 ]
Hazra, Budhaditya [2 ]
Pakrashi, Vikram [1 ]
机构
[1] Univ Coll Dublin, Sch Mech & Mat Engn, Dynam Syst & Risk Lab, Dublin D04 V1W8, Ireland
[2] Indian Inst Technol, Dept Civil Engn, Gauhati 781039, Assam, India
基金
爱尔兰科学基金会;
关键词
dynamics; machinery and structural damage identification; modal analysis; system identification; PRINCIPAL-COMPONENTS; EIGENVECTORS; ACCURATE; BOUNDS; JACOBI;
D O I
10.1115/1.4047302
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Eigen-decomposition remains one of the most invaluable tools for signal processing algorithms. Although traditional algorithms based on QR decomposition, Jacobi rotations and block Lanczos tridiagonalization have been proposed to decompose a matrix into its eigenspace, associated computational expense typically hinders their implementation in a real-time framework. In this paper, we study recursive eigen perturbation (EP) of the symmetric eigenvalue problem of higher order (greater than one). Through a higher order perturbation approach, we improve the recently established first-order eigen perturbation (FOP) technique by creating a stabilization process for adapting to ill-conditioned matrices with close eigenvalues. Six algorithms were investigated in this regard: first-order, second-order, third-order, and their stabilized versions. The developed methods were validated and assessed on multiple structural health monitoring (SHM) problems. These were first tested on a five degrees-of-freedom (DOF) linear building model for accurate estimation of mode shapes in an automated framework. The separation of closely spaced modes was then demonstrated on a 3DOF + tuned mass damper (TMD) problem. Practical utility of the methods was probed on the Phase-I ASCE-SHM benchmark problem. The results obtained for real-time mode identification establishes the robustness of the proposed methods for a range of engineering applications.
引用
收藏
页数:11
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