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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Bibliografske podrobnosti

Principais autores:	Leonidas Alexandros S. Kouris, Andrea Penna, Guido Magenes
Format:	Artigo
Jezik:	Inglês
Izdano:	MDPI AG 2022-08-01
Serija:	Buildings
Teme:	inverse engineering shaking table test unreinforced stone masonry timber diaphragm material properties calibration elastic and shear moduli
Online dostop:	https://www.mdpi.com/2075-5309/12/8/1235
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