Methodologies and Challenges for Optimal Sensor Placement in Historical Masonry Buildings

Author:

Chaves Estefanía1,Barontini Alberto1ORCID,Mendes Nuno1ORCID,Compán Víctor2ORCID,Lourenço Paulo B.1ORCID

Affiliation:

1. Department of Civil Engineering, ISISE, ARISE, University of Minho, 4800-058 Guimarães, Portugal

2. Department of Building Structures and Geotechnical Engineering, University of Seville, 41012 Seville, Spain

Abstract

As ageing structures and infrastructures become a global concern, structural health monitoring (SHM) is seen as a crucial tool for their cost-effective maintenance. Promising results obtained for modern and conventional constructions suggested the application of SHM to historical masonry buildings as well. However, this presents peculiar shortcomings and open challenges. One of the most relevant aspects that deserve more research is the optimisation of the sensor placement to tackle well-known issues in ambient vibration testing for such buildings. The present paper focuses on the application of optimal sensor placement (OSP) strategies for dynamic identification in historical masonry buildings. While OSP techniques have been extensively studied in various structural contexts, their application in historical masonry buildings remains relatively limited. This paper discusses the challenges and opportunities of OSP in this specific context, analysing and discussing real-world examples, as well as a numerical benchmark application to illustrate its complexities. This article aims to shed light on the progress and issues associated with OSP in masonry historical buildings, providing a detailed problem formulation, identifying ongoing challenges and presenting promising solutions for future improvements.

Funder

national funds

Associate Laboratory Advanced Production and Intelligent Systems ARISE

FCT—Foundation for Science and Technology

Publisher

MDPI AG

Subject

Electrical and Electronic Engineering,Biochemistry,Instrumentation,Atomic and Molecular Physics, and Optics,Analytical Chemistry

Reference52 articles.

1. Masciotta, M.G., and Ramos, L.F. (2018). Long-Term Performance and Durability of Masonry Structures: Degradation Mechanisms, Health Monitoring and Service Life Design, Elsevier.

2. Structural health monitoring (SHM) and Nondestructive testing (NDT) of slender masonry structures: A practical review;Betti;Constr. Build. Mater.,2021

3. Lamonaca, F., Olivito, R.S., Porzio, S., Cami, D.L., and Scuro, C. (2018, January 22–24). Structural Health Monitoring System for Masonry Historical Construction. Proceedings of the 2018 Metrology for Archaeology and Cultural Heritage (MetroArchaeo), Cassino, Italy.

4. Ramos, L.F., De Roeck, G., Lourenço, P.B., and Campos-costa, A. (2006, January 6–8). Vibration Based Damage Identification of Masonry Structures. Proceedings of the 5th International Conference of Structural Analysis of Historical Constructions, Delhi, India.

5. Masciotta, M.G. (2015). Damage Identification of Structures Based on Spectral Output Signals. [Ph.D. Thesis, University of Minho].

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