Paulo B. Lourenço
University of Minho
957 Papers
2.4K Citations
Paulo B. Lourenço is an academic researcher from University of Minho. The author has contributed to research in topics: Masonry & Unreinforced masonry building. The author has an hindex of 62, co-authored 872 publications. Previous affiliations of Paulo B. Lourenço include National Autonomous University of Mexico & École Polytechnique Fédérale de Lausanne.
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Papers
On the Use of the Digital Twin Concept for the Structural Integrity Protection of Architectural Heritage
TL;DR: In this article , a prototype of the digital twin paradigm for the preservation of heritage buildings' structural integrity is proposed, with a particular emphasis on masonry structures, considering its key features of continuous data exchange with the physical system and predictive analysis.
Finite Element Analysis for Building Assessment
Paulo B. Lourenço,Angelo Gaetani +1 more
- 04 Apr 2022
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Characterization of Cross-Sections from Old Chestnut Beams Weakened by Decay
Abstract: This work aims to experimentally assess the material properties of old chestnut (Castanea sativa Mill.) cross-sections weakened by decay. Specimens were taken from critical zones of twenty floor beams, mostly corresponding to their ending parts, in contact with granite masonry walls. These specimens were compared with clear wood specimens taken from non-decayed parts. The experimental campaign comprised of visual inspection, non-destructive testing (ultrasound, impact penetration and drilling resistance tests) and uniaxial compression tests, parallel to the grain. Pin penetration test evidenced a depth of penetration 36% higher for decayed specimens compared to non-decayed specimens, proving the loss of capacity in the superficial decayed layer. The results of decayed specimens exhibited a decrease of approximately 30% in the compressive strength parallel to the grain. A reduction of approximately 5% was found for the dynamic and elastic moduli. The coefficients of variation for decayed specimens are sign...
Efficiency and Cost-Benefit Analysis of Seismic Strengthening Techniques for Old Residential Buildings in Lisbon
TL;DR: In this paper, the authors present a study on the techno-economic efficiency of seismic strengthening techniques for old residential buildings, with application to construction typologies in Lisbon (stone masonry) with respect to seismic strength.
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