Structural Damage Detection on a Single-Opening Masonry Wall Subjected to Differential Foundation Settlements Using Modal Features: Experimental Tests and Numerical Simulations-Reference-Cited by-同舟云学术

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Structural Damage Detection on a Single-Opening Masonry Wall Subjected to Differential Foundation Settlements Using Modal Features: Experimental Tests and Numerical Simulations

Published:2024 Issue: Volume: Page:44-55
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:en
Short-container-title:

Author:

Mattiacci Michele^ORCID,Meoni Andrea^ORCID,D’Alessandro Antonella^ORCID,Saviano Felice^ORCID,Parisi Fulvio^ORCID,Lignola Gian Piero^ORCID,Ubertini Filippo^ORCID

Publisher

Springer Nature Switzerland

Link

https://link.springer.com/content/pdf/10.1007/978-3-031-61425-5_5

Reference21 articles.

1. Abaqus User Manual: (2014) Abaqus theory guide, version 6.14. Dassault Systèmes Simulia, Inc., Providence, RI

2. Augenti N, Parisi F (2019) Teoria e tecnica delle strutture in muratura: Analisi e progettazione. Hoepli

3. Augenti N, Parisi F (2010) Constitutive models for tuff masonry under uniaxial compression. J Mater Civ Eng 22:1102–1111

4. Augenti N, Parisi F, Prota A, Manfredi G (2011) In-plane lateral response of a full-scale masonry subassemblage with and without an inorganic matrix-grid strengthening system. J Compos Constr 15(4):578–590

5. Brincker R, Ventura C (2015) Introduction to Operational Modal Analysis. Wiley, New York

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