Bayesian identification of soil‐foundation stiffness of building structures

Summary A probabilistic method is presented for identifying the dynamic soil‐foundation stiffnesses of building structures. It is based on model updating of a Timoshenko beam resting on sway and rocking springs, which respectively represent the superstructure and the soil‐foundation system. Unlike t...

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Veröffentlicht in:	Structural control and health monitoring Jg. 25; H. 3; S. e2090 - n/a
Hauptverfasser:	Shirzad‐Ghaleroudkhani, Nima, Mahsuli, Mojtaba, Ghahari, S. Farid, Taciroglu, Ertugrul
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Pavia John Wiley & Sons, Inc 01.03.2018
Schlagworte:	Bayesian analysis Bayesian updating Buildings dynamic stiffness Mathematical models Model updating Objective function Parameter sensitivity Probabilistic methods Probability density functions Probability distribution Sensitivity analysis Soil dynamics Soils soil‐structure interaction Springs (elastic) Statistical analysis Stiffness system identification Timoshenko beam United States > US California
ISSN:	1545-2255, 1545-2263
Online-Zugang:	Volltext
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