Comparison of deterministic and probabilistic approaches to identify the dynamic moving load and damages of a reinforced concrete beam

DOI10.1016/j.amc.2015.07.121zbMath1410.74036OpenAlexW1197111294MaRDI QIDQ669633

Julien Waeytens, Bojana V. Rosić

Publication date: 15 March 2019

Published in: Applied Mathematics and Computation (Search for Journal in Brave)

Full work available at URL: https://publikationsserver.tu-braunschweig.de/receive/dbbs_mods_00057886

zbMATH Keywords

optimal controlinverse problemsstructural dynamicsadjoint methodBayesian updating

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Related Items

Considerations on the identifiability of fracture and bond properties of reinforced concrete, Bayesian inference of mesoscale mechanical properties of mortar using experimental data from a double shear test, Parameter identification for phase-field modeling of fracture: a Bayesian approach with sampling-free update

Uses Software

• FreeFem++
• EnKF

Cites Work

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• Acceleration of uncertainty updating in the description of transport processes in heterogeneous materials
• Goal-oriented updating of mechanical models using the adjoint framework
• Dimensionality reduction and polynomial chaos acceleration of Bayesian inference in inverse problems
• Reduced bases for model updating in structural dynamics based on constitutive relation error
• Application of a posteriori error estimation for structural model updating
• Inverse Problem Theory and Methods for Model Parameter Estimation
• Computational Methods for Inverse Problems
• New development in freefem++
• Data Assimilation