AI Article Synopsis

  • The preservation of cultural heritage sites like the Carmo Convent in Lisbon is vital, yet it faces challenges like structural integrity and safety in a busy area.
  • This study employs non-destructive testing (NDT), structural health monitoring (SHM), and numerical modeling to evaluate the convent's condition, particularly due to concerns about vibrations from a metro line underneath.
  • Findings indicate that metro vibrations are within safe limits, aiding in informed decision-making for the preservation and protective measures of the structure.

Article Abstract

Preservation of cultural heritage sites is of paramount importance. The ruins of Carmo Convent in Lisbon stand as a poignant reminder of the city's rich history, but challenges regarding structural integrity and safety are present in a highly populated and touristic area. In this paper, a comprehensive study of the Carmo Convent is presented, focused on non-destructive testing (NDT), structural health monitoring (SHM) and numerical modelling. Given its state of ruin and historical relevance, the study relied heavily on NDT. Additionally, a metro line passing underneath the convent raised concerns regarding potential hazards from induced vibrations. Thus, metro vibration monitoring (MVM) was implemented to assess the impact of induced vibrations on the structure. One of the challenges was the scarcity of standards specific to historic structures. However, through a combination of finite element method (FEM) and discrete element method (DEM) numerical modelling, valuable insights into the current condition of the structure were obtained. MVM revealed that the maximum velocity induced by metro activities remained within safe limits, indicating minimal impact. These results not only provide crucial information on structural preservation but also empower stakeholders to make informed decisions regarding the implementation of protective measures.

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Source
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC11436060PMC
http://dx.doi.org/10.3390/s24186095DOI Listing

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