Understanding Structural Timber in Old Buildings in Lisbon, Portugal: From Knowledge of Construction Processes to Physical–Mechanical Properties

• Published in: Buildings (Basel) Vol. 15; no. 7; p. 1161
• Main Author: Henriques, Dulce Franco
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 02.04.2025
• Subjects: 19th century; 20th century; Buildings; Construction; Construction industry; Density; Destructive testing; Ductility; Flooring; Historic buildings & sites; Historic preservation; Historical buildings; Laboratories; Masonry; Mechanical properties; NDT/SDT methods; Nondestructive testing; old buildings; Penetration resistance; physical–mechanical properties; Pine trees; Protection and preservation; Seismic engineering; Structural members; Timber; VSG rules; Wood; Portugal
• ISSN: 2075-5309; 2075-5309
• DOI: 10.3390/buildings15071161

This text provides a comprehensive overview of structural timber old buildings, from an in-depth analysis of construction processes to laboratory-based research aimed at establishing a pattern for estimating the density of wood in buildings. It is now widely recognised by society that historic buildings should be subject to conservation or rehabilitation. This article discusses the good technical knowledge that those involved in old buildings should have: the understanding of and respect for old construction techniques; rigorous inspections and diagnosis before a project; and the recognition of the properties of wooden structural elements, either visually or by means of non-destructive or semi-destructive testing methods (NDT/SDT). The final section of this article presents a laboratory study that correlates penetration resistance test results with wood density and verifies them in situ by direct analysis with wood core extraction. The aim of this study is to establish and verify a reliable pattern that allows the user to estimate the density of Scots pine in any structural member in service in an old building. The results obtained in the laboratory and of wood in service show that Equation (1) is a suitable pattern to obtain wood density through the wood penetration resistance test.