Estimation of Soil–Structure Model Parameters for the Millikan Library Building Using a Sequential Bayesian Finite Element Model Updating Technique

We present a finite element model updating technique for soil–structure system identification of the Millikan Library building using the seismic data recorded during the 2002 Yorba Linda earthquake. A detailed finite element (FE) model of the Millikan Library building is developed in OpenSees and up...

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Vydané v:	Buildings (Basel) Ročník 13; číslo 1; s. 28
Hlavní autori:	Ebrahimian, Hamed, Taha, Abdelrahman, Ghahari, Farid, Asimaki, Domniki, Taciroglu, Ertugrul
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Basel MDPI AG 01.01.2023
Predmet:	Bayesian analysis Bayesian estimation Damping Earthquakes Finite element method finite element model updating joint system and input identification Kinematics Libraries Mathematical models Mechanical properties Millikan Library Model updating Modulus of elasticity Parameter identification Parameter uncertainty Probability distribution Seismic activity Seismic analysis Simulation Soil structure Soils soil–structure interaction Stiffness Structural models Subsystems System identification
ISSN:	2075-5309, 2075-5309
On-line prístup:	Získať plný text
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