Assessment of a Full-Scale Unreinforced Stone Masonry Building Tested on a Shaking Table by Inverse Engineering

Assessment of a Full-Scale Unreinforced Stone Masonry Building Tested on a Shaking Table by Inverse Engineering

The material deterioration of an unreinforced stone masonry (URSM) building, due to subsequent dynamic loadings of increasing intensity on a shaking table, is investigated by means of inverse engineering, i.e. calibrating a finite element (FE) model to the experimental response data. The mechanical...

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Bibliographic Details
Main Authors: Leonidas Alexandros S. Kouris, Andrea Penna, Guido Magenes
Format: Article
Language:English
Published: MDPI AG 2022-08-01
Series:Buildings
Subjects:
inverse engineering
shaking table test
unreinforced stone masonry
timber diaphragm
material properties calibration
elastic and shear moduli
Online Access:https://www.mdpi.com/2075-5309/12/8/1235

Internet

https://www.mdpi.com/2075-5309/12/8/1235

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