Failure analysis of Monastery of Jerónimos, Lisbon: How to learn from sophisticated numerical models

PB Lourenço, KJ Krakowiak, FM Fernandes… - Engineering Failure …, 2007 - Elsevier
Conservation and restoration of historical structures are still a challenge to modem
practitioners even if significant research advances have occurred in the last decades …

Numerical analysis of structural damage in the church of the Poblet Monastery

S Saloustros, L Pelà, P Roca, J Portal - Engineering Failure Analysis, 2015 - Elsevier
Identifying the possible causes of existing damage in historical structures is a complex task.
Common difficulties are the limited information regarding the history of the construction, the …

A multidisciplinary approach to assess the health state of heritage structures: The case study of the Church of Monastery of Jerónimos in Lisbon

MG Masciotta, JCA Roque, LF Ramos… - … and Building Materials, 2016 - Elsevier
The preservation and risk mitigation of built cultural heritage require the use of reliable tools
which enable to give a better insight into the complex behaviour of these structures, by …

Failure analysis of a Portuguese cultural heritage masterpiece: Bonet building in Sintra

M Malcata, M Ponte, S Tiberti, R Bento… - Engineering Failure …, 2020 - Elsevier
The paper addresses the failure analysis under horizontal loads of the most ancient body of
the National Palace of Sintra, Portugal: the Bonet building. This is a URM construction built …

Assessment, diagnosis and strengthening of Outeiro Church, Portugal

PB Lourenço - Construction and Building Materials, 2005 - Elsevier
Historical structures are particularly difficult to analyze due to the lack of mechanical data.
Here, a case study is fully detailed, including the aspects of historical, damage and …

Integrated evaluation of the Church of S. Nicola di Mira: Conservation versus safety

M Guadagnuolo, G Faella, A Donadio, L Ferri - NDT & E International, 2014 - Elsevier
Most of cultural heritage was built using rules of art that frequently ensured durability and
structural safety. Nevertheless, several buildings underwent noteworthy modification over …

Numerical investigation of the behaviour of the church of Agia Triada, Drakotrypa, Greece

GC Manos, VJ Soulis, A Diagouma - Advances in Engineering Software, 2008 - Elsevier
This paper includes the most important findings of a series of both linear elastic and non-
linear analyses focusing on the development of failure developing on the masonry structural …

Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modelling

M Betti, M Orlando, A Vignoli - Computers & structures, 2011 - Elsevier
The paper offers a contribution to the issue of modelling and analysis of architectural
heritage through the discussion of an illustrative case study: the Italian Medieval Castle of …

Cappella dei Principi in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure

G Bartoli, M Betti - Journal of performance of constructed facilities, 2013 - ascelibrary.org
The paper reports the results of a research aimed at analyzing and interpreting the cracking
pattern on the Cappella dei Principi (Prince's Chapel, the Medici's mausoleum) in the …

On the vulnerability of historical masonry structures: analysis and mitigation

MR Valluzzi - Materials and structures, 2007 - Springer
This work presents a methodological approach to the study of historical structures in
particularly hazardous conditions. Preliminary knowledge, diagnostic methods and …