Damage Identification of Multi-Span Bridges Using a Novel Damage Index Based on a New Algorithm for Prediction of Healthy State Displacement

DOI10.1142/s0219455423501894OpenAlexW4321791212MaRDI QIDQ6200078

Unnamed Author, Unnamed Author

Publication date: 29 February 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455423501894

zbMATH Keywords

empirical mode decompositiondamage detectionmulti-span bridgesinfluence linebridge health monitoring

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX)

Cites Work

• MULTI-AXLE MOVING TRAIN LOADS IDENTIFICATION ON SIMPLY SUPPORTED BRIDGE BY USING SIMULATED ANNEALING GENETIC ALGORITHM
• Bridge Damage Identification from Moving Load Induced Deflection Based on Wavelet Transform and Lipschitz Exponent
• The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis
• Damage Detection in Structures Using Changes in Flexibility
• Survey on algebraic numerical differentiation: historical developments, parametrization, examples, and applications

This page was built for publication: Damage Identification of Multi-Span Bridges Using a Novel Damage Index Based on a New Algorithm for Prediction of Healthy State Displacement