Damage identification in framed structures using natural frequencies

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1097-0207(19971215)40:23<4451::AID-NME269>3.0.CO;2-L" /><4451::AID-NME269>3.0.CO;2-L 10.1002/(SICI)1097-0207(19971215)40:23<4451::AID-NME269>3.0.CO;2-LzbMath0894.73115OpenAlexW2112765308MaRDI QIDQ4365976

Hua-Peng Chen, Nenad Bićanić

Publication date: 10 September 1998

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19971215)40:23<4451::aid-nme269>3.0.co;2-l

zbMATH Keywords

dynamic finite element analysischaracteristic equationsnonlinear inverse problemdirect iteration techniqueGauss-Newton least-squares technique

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Fracture and damage (74R99)

Related Items (7)

Structural damage identification using response surface-based multi-objective optimization: a comparative study ⋮ Frequency domain damage detection of plate and shell structures by finite element model updating ⋮ Sensitivity Enhancement for Structural Condition Assessment with Noisy Excitation or with Only Output ⋮ Identification of damage in beam and plate structures using parameter‐dependent frequency changes ⋮ Identification of structural damage in buildings using iterative procedure and regularisation method ⋮ Inverse damage prediction in structures using nonlinear dynamic perturbation theory ⋮ Analysis and damage identification of a moderately thick cracked beam using an interdependent locking-free element

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