Bayesian two-stage structural identification with equivalent formulation and EM algorithm

For structural model identification using a Bayesian two-stage approach, modal properties (e.g., natural frequencies) are first extracted from measured data in Stage I and then used for determining structural properties (e.g., stiffness) in Stage II. With sufficient data that allow the problem to be...

Полное описание

Библиографические подробности
Главные авторы: Zhu, Jia-Xin, Au, Siu-Kui
Другие авторы: School of Civil and Environmental Engineering
Формат: Journal Article
Язык:English
Опубликовано: 2024
Предметы:
Online-ссылка:https://hdl.handle.net/10356/173017