A Two-Step FE Model Updating Approach for System and Damage Identification of Prestressed Bridge Girders

This study presents a two-step FE model updating approach for health monitoring and damage identification of prestressed concrete girder bridges. To reduce the effects of modeling error in the model updating process, in the first step, modal-based model updating is used to estimate linear model para...

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Vydané v:	Buildings (Basel) Ročník 13; číslo 2; s. 420
Hlavní autori:	Malekghaini, Niloofar, Ghahari, Farid, Ebrahimian, Hamed, Bowers, Matthew, Ahlberg, Eric, Taciroglu, Ertugrul
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Basel MDPI AG 01.02.2023
Predmet:	Algorithms Analysis Bayesian model updating Beams (structural) Boundary conditions Bridges Compressive strength Concrete Concrete bridges Concrete properties Concrete structures Damage detection damage identification Damping Estimates Experiments Girder bridges Girders I beams I-girder Identification Material properties Mathematical models Methods modal-based model updating Model updating Nonlinear response operational health monitoring Parameter estimation Parameters Prestressed concrete Stiffness system identification United States > US
ISSN:	2075-5309, 2075-5309
On-line prístup:	Získať plný text
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