Damage identification in bridge structures subject to moving vehicle based on extended Kalman filter with l1-norm regularization

DOI10.1080/17415977.2019.1582650zbMath1467.74038OpenAlexW2919395148MaRDI QIDQ4991444

Jinpeng Huang, Guquan Song, Jie-Zhong Huang, Yu-Wei Gao, Chun Zhang

Publication date: 3 June 2021

Published in: Inverse Problems in Science and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/17415977.2019.1582650

zbMATH Keywords

extended Kalman filterEuler-Bernoulli beamdamage identificationrecursive updatingbridge vibrationelement stiffness reductionpseudo-measurement

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Brittle damage (74R05) Inverse problems in dynamical solid mechanics (74H75)

Related Items (2)

The generalized flexibility matrix method for structural damage detection with incomplete mode shape data ⋮ Enhanced features in principal component analysis with spatial and temporal windows for damage identification

Cites Work

• Unnamed Item
• Wavelet-based crack identification of bridge beam from operational deflection time history
• DASSO: Connections Between the Dantzig Selector and Lasso
• 1-Norm-based regularization scheme for system identification of structures with discontinuous system parameters
• Methods for Sparse Signal Recovery Using Kalman Filtering With Embedded Pseudo-Measurement Norms and Quasi-Norms
• Kalman Filtering

This page was built for publication: Damage identification in bridge structures subject to moving vehicle based on extended Kalman filter with l1-norm regularization