EM-based Fast Uncertainty Quantification for Bayesian Multi-setup Operational Modal Analysis
Wei Zhu, Binbin Li, Zuo Zhu

TL;DR
This paper introduces an EM-based algorithm for fast uncertainty quantification in Bayesian multi-setup operational modal analysis, significantly reducing computation time and enabling real-time large-scale structure monitoring.
Contribution
The paper develops an EM-based approach reformulating the Hessian of the NLLF, allowing reuse of existing codes and addressing numerical issues, thus accelerating PCM computation in multi-setup OMA.
Findings
PCM calculation time reduced to seconds for hundreds of parameters
Achieves at least tenfold efficiency improvement over previous methods
Enables real-time modal identification for large-scale structures
Abstract
The current Bayesian FFT algorithm relies on direct differentiation to obtain the posterior covariance matrix (PCM), which is time-consuming, memory-intensive, and hard to code, especially for the multi-setup operational modal analysis (OMA). Aiming at accelerating the uncertainty quantification in multi-setup OMA, an expectation-maximization (EM)-based algorithm is proposed by reformulating the Hessian matrix of the negative log-likelihood function (NLLF) as a sum of simplified components corresponding to the complete-data NLLF. Matrix calculus is employed to derive these components in a compact manner, resulting in expressions similar to those in the single-setup case. This similarity allows for the reuse of existing Bayesian single-setup OMA codes, simplifying implementation. The singularity caused by mode shape norm constraints is addressed through null space projection, eliminating…
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
Taxonomy
TopicsProbabilistic and Robust Engineering Design · Structural Integrity and Reliability Analysis
