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  • Digital Humanities and Cultural Heritage
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  • 11. Sustainability
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  • image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    Authors: Tomás, R.; Cano, M.; Pulgarín, L.F.; Brotóns, V.; +3 Authors

    This work discusses the results from a set of physical and mechanical test conducted on 46 cubic samples of a granite from the north of Portugal widely used in local granite-built UNESCO World Heritage sites, heated in a furnace at temperatures ranging from 105 to 700 °C and cooled under different conditions. Then, the obtained results are compared with an extensive database of published case studies, showing that porosity, unit weight, ultrasonic waves velocities, elastic modulus and uniaxial compressive stress variations are mostly related to the induced thermal-stress caused by the anisotropic thermal expansion of the mineral grains. Only mineralogy and specific gravity do not exhibit changes for the studied range of temperatures. For specimens heated to above 500 °C, degradation processes predominate due to alpha-beta phase transition in quartz grains, considerably increasing the linear crack density, length and width and degrading the rock properties. Regarding the influence of the cooling method, thermal effects are amplified when cooling is performed by water immersion because of the inhomogeneous shrinkage and the subsequent tension stress between adjacent particles due to temperature decrease that develop at different pace within the samples. Scanning electron microscopy confirms the increase of damage and the negative effect on the granite properties caused by thermal treatment from 500 °C and by water cooling. For temperatures lower than 500 °C a hardening effect slightly improving elastic modulus and uniaxial compressive strength is observed in slowly and quickly cooled samples. The derived conclusions considerably improve the knowledge about the behaviour against temperature of this type of granite, with the purpose of evaluating the integrity level of granite-built UNESCO cultural heritage sites in northern Portugal. This work was partially funded by the University of Alicante (vigrob- 157 Project, GRE17-011 and UAUSTI18-21, UAUSTI19-25 and UAUSTI20-20 projects), the Regional Governments of Comunidad Valenciana AICO/2020/175, the Spanish Ministry of Economy and Competitiveness (MINECO) and EU FEDER under Project TEC2017- 85244-C2-1-P, the Spanish Ministry of Education, Culture and Sport under project CAS17/00392 and the Spanish Ministry of Science, Innovation and Universities project RTI2018-099052-BI00.

    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ Journal of Building ...arrow_drop_down
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    Journal of Building Engineering
    Article . 2021 . Peer-reviewed
    License: CC BY
    Data sources: Crossref
    image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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      image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ Journal of Building ...arrow_drop_down
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      Journal of Building Engineering
      Article . 2021 . Peer-reviewed
      License: CC BY
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      image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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    Authors: Vlachakis, Georgios; Giouvanidis, Anastasios I.; Mehrotra, Anjali; Lourenço, Paulo B.;

    Unreinforced masonry structures, particularly façade walls, are seismically vulnerable due to their weak connections with adjacent walls, floors, and/or roofs. During an earthquake, such walls formulate local mechanisms prone to out-of-plane collapse. This behavior has been largely investigated using classical rocking theory, which assumes the structure responds as a rigid body undergoing rocking motion, with energy dissipation at impact. Due to the complexity of the problem, however, e.g., number of degrees of freedom or boundary conditions, numerical block-based modeling is gaining momentum. However, numerical models lack a consistent and reliable treatment of the energy loss at impact. This paper bridges the gap between the well-established energy loss of classical rocking theory and the treatment of damping in numerical modeling. Specifically, it proposes an equivalent viscous damping model through novel ready-to-use predictive equations that capture the dissipative phenomena during both one-sided and two-sided planar rocking motion. The results reveal a satisfactory performance of the proposed model through comparisons with experimental results from literature and highlight its universality and robustness through applications of the model in fundamentally different block-based numerical modeling software.

    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ Journal of Engineeri...arrow_drop_down
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    Journal of Engineering Mechanics
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    ZENODO
    Article . 2021
    License: CC BY
    Data sources: ZENODO
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      image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ Journal of Engineeri...arrow_drop_down
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      Journal of Engineering Mechanics
      Article
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      ZENODO
      Article . 2021
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    Authors: Ana Fragata; Carla Candeias; Jorge Ribeiro; Cristina Braga; +3 Authors

    This investigation intends to study and characterize the mortars and bricks from walls and floors used in the funerary nucleus of the archaeological site of Dr. Gonçalo Sampaio Street (Braga, Portugal), associated with the Via XVII necropolis of the Bracara Augusta Roman city. The diversity of the funeral structures and their exceptional state of conservation make this sector of the necropolis an unprecedented case and a reference site in the archaeology of Braga, a determinant for its conservation and musealization. Nineteen mortars samples were analysed by X-ray Fluorescence. The results showed clear chemical composition differences among coating and floor mortars (CFM), masonry mortars (MM) and bricks (B) groups of samples. The chemical affinity between CFM from the V to IV centuries, CFM from the IV to V centuries, MM from brick walls (IV–V centuries), MM from stone walls (V–VII centuries) and B from the IV to V centuries samples were confirmed by statistical analyses. Their composition was distinctly related to the use of different raw materials, according to their chronological context; in mortars, according to their function in the structures; and in some samples, from contamination. Ana Fragata acknowledges grant SFRH/BPD/101517/2014 from the Portuguese Foundation for Science and Technology (FCT). This research was supported by GeoBioTec Research Centre (UID/GEO/04035/2019 + UIDB/04035/2020), funded by FCT, FEDER funds through the Operational Program Competitiveness Factors COMPETE and by national funds (OE), through FCT, in the scope of the framework contract foreseen in the numbers 4, 5 and 6 of the article 23, of the Decree-Law 57/2016, of 29 August, changed by Law 57/2017, of 19 July

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    Other literature type . Article . 2021 . Peer-reviewed
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    Article . 2021
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  • image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    Authors: Kristen Ounanian; Jan van Tatenhove; Carsten Jahn Hansen; Alyne Delaney; +15 Authors

    Coastal zones are historically rich with unique land/seascapes, tangible artifacts, and intangible cultural heritage. Coastal and maritime cultural heritage (CMCH) contends with various constraining conditions of the sea and shore—both geophysical and socially constructed—which we delineate to identify risks and threats to its sustainable management. In response to calls for the greater incorporation of CMCH in the name of regional development and blue growth, we propose a conceptual framework as a means to identify risks and sustainably manage CMCH. We develop the concepts of communities of meaning and communities of participation to address how CMCH is created and contested and identify key considerations for its management. Building on theories of space, place, and identity, the paper constructs communities of meaning in order to elaborate the various opportunities but also tensions in preserving CH and cultivating reliant enterprises as a part of wider regional development strategies. Working from this understanding of place and identity in degrees of inclusivity/exclusivity, the paper draws upon literature on deliberative and participatory governance, framed as communities of participation. These two concepts provide a vocabulary for managers to address calls for the promotion of CMCH and determine appropriate management strategies and governance based on policy objectives and the will of potentially multiple communities of meaning. Coastal zones are historically rich with unique land/seascapes, tangible artifacts, and intangible cultural heritage. Coastal and maritime cultural heritage (CMCH) contends with various constraining conditions of the sea and shore—both geophysical and socially constructed—which we delineate to identify risks and threats to its sustainable management. In response to calls for the greater incorporation of CMCH in the name of regional development and blue growth, we propose a conceptual framework as a means to identify risks and sustainably manage CMCH. We develop the concepts of communities of meaning and communities of participation to address how CMCH is created and contested and identify key considerations for its management. Building on theories of space, place, and identity, the paper constructs communities of meaning in order to elaborate the various opportunities but also tensions in preserving CH and cultivating reliant enterprises as a part of wider regional development strategies. Working from this understanding of place and identity in degrees of inclusivity/exclusivity, the paper draws upon literature on deliberative and participatory governance, framed as communities of participation. These two concepts provide a vocabulary for managers to address calls for the promotion of CMCH and determine appropriate management strategies and governance based on policy objectives and the will of potentially multiple communities of meaning.

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    Article . 2021
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      Article . 2021
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    Authors: Georg Umgiesser; Marco Bajo; Christian Ferrarin; Andrea Cucco; +23 Authors

    Abstract. This paper reviews the state of the art in storm surge forecasting and its particular application in the northern Adriatic Sea. The city of Venice already depends on operational storm surge forecasting systems to warn the population and economy of imminent flood threats, as well as help to protect the extensive cultural heritage. This will be more important in the future, with the new mobile barriers called MOSE (MOdulo Sperimentale Elettromeccanico, Experimental Electromechanical Module) that will be completed by 2021. The barriers will depend on accurate storm surge forecasting to control their operation. In this paper, the physics behind the flooding of Venice is discussed, and the state of the art of storm surge forecasting in Europe is reviewed. The challenges for the surge forecasting systems are analyzed, especially in view of uncertainty. This includes consideration of selected historic extreme events that were particularly difficult to forecast. Four potential improvements are identified: (1) improve meteorological forecasts, (2) develop ensemble forecasting, (3) assimilation of water level measurements and (4) develop a multimodel approach.

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    Copernicus Publications
    Other literature type . 2021
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    Authors: Falanga, Roberto; Nunes, Mafalda Corrêa;

    Abstract In the last few decades, the diffusion of culture-led urban regeneration schemes has intercepted the growth of participatory approaches across a wide range of policy domains. Partnerships between private and public agencies have sought, accordingly, the engagement of citizens and stakeholders to push forward context-specific interventions. From the participatory action research developed in Lisbon, one of the cities funded under the EU-funded project ROCK, we analyse the ways in which this project has tackled spatial divides and socioeconomic inequalities in the project demonstration area. Our main argument is that operational decisions and substantive mismatches have given rise to opportunities and bottlenecks throughout the implementation of the project. While the public investment has been directed to regenerate a deprived area, it has fallen short of promoting greater connections within the area and with the surrounding neighbourhoods. ROCK’s actions have only partially met local community expectations regarding the project’s objectives for the optimisation of tangible and intangible cultural heritage, with impacts over degrees of citizen engagement in the local Living Lab.

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    Article . 2021 . Peer-reviewed
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    Authors: Soeiro, Diana;

    Urban Living Labs (ULL) are sites that allow different urban actors to design, test and learn from socio-technical innovations. In this article, I investigate the epistemological roots of ULL, claiming that this new instrument in the realm of urban planning strongly relies on action research, a methodology designed in the 1940s. I explore to what extent ULL and action research are different, identifying past obstacles of action research to design more successful ULL. This paper establishes that ULL are a key element to implement social innovation and that social innovation should lead technological innovation and the recent smart city model to promote smart sustainable cities. The article was prepared in the aftermath of the project “ROCK” (2017–2020) on cultural heritage as a driver for urban regeneration, where ULL played a central role being highly relevant in the context of urban regeneration policies. Key findings support that ULL can contribute to finding a balance between top-down and bottom-up strategies and its comparative qualitative analysis would improve the methodology. Moreover, public and private cooperation should be encouraged and government should lead and act as a key player in innovation strategies. Lastly, geography can contribute to these new challenges by framing past approaches, projecting the future of cities, and finding ways to make them become a reality.

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    Fennia: International Journal of Geography
    Article . 2021 . Peer-reviewed
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    Authors: Samar Momin; Holger Lovon; Vitor Silva; Tiago Miguel Ferreira; +1 Authors

    Adobe construction represents 5.3% of the total Portuguese building stock according to the latest National Housing Census. The distribution of these adobe buildings is scattered across the country, with higher density in the central region and in Algarve in the south, where the seismic hazard is highest. A large proportion of these buildings are still in use for residential and commercial purposes and are of historical significance, contributing to the cultural heritage of the country. Adobe buildings are known to exhibit low seismic resistance due to their brittle behavior, thus making them vulnerable to ground shaking and more prone to structural damage that can potentially cause human fatalities. Three buildings with one-story, two-stories, and two-stories plus an attic were numerically modeled using solid and contact elements. Calibration and validation of material properties were carried out following experimental results. A set of 30 ground motion records with bi-directional components were selected, and non-linear time-history analyses were performed until complete collapse occurred. Two novel engineering demand parameters (EDPs) were used, and damage thresholds were proposed. Finally, fragility and fatality vulnerability functions were derived. These functions can be used directly in seismic risk assessment studies. This work was funded by the Foundation for Science and Technology (FCT)—Aveiro Research Centre for Risks and Sustainability in Construction (RISCO), Universidade de Aveiro, Portugal in the framework of research project PTDC/ECI-EST/31865/2017 MitRisk—Framework for seismic risk reduction resorting to cost-effective retrofitting solutions.

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  • image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
    Authors: Betti, Michele; Galano, Luciano; Lourenço, Paulo B.;

    Abstract Among heritage buildings, masonry churches are complex structures often characterized by an open plan layout with slender perimeter walls. Their vulnerability to earthquakes is frequently increased by the absence of adequate connections between the various parts of the structural complex, together with the presence of thrusting horizontal elements such as masonry vaults and timber roofs. In this paper, the vulnerability and the seismic risk of thirteen masonry churches located in Tuscany (Italy) have been analysed with simplified methods to establish a first screening of the risk of this heritage typology. The methods are that proposed by Lourenco and Roque in 2006 and the so-called first level of analysis (LA-1), introduced by the Italian code. For one of these churches, the Basilica of San Francesco in Arezzo, the analyses of second (LA-2) and third (LA-3) level have been also performed according to the same code. The results highlight the contribution of the simplified approaches to establish a first selection of the priorities for subsequent investigations and, if needed, proper interventions. Approximately one-half of the churches composing the sample have the normalized simplified indexes lower than one, indicating the need of further investigations. For the Basilica of San Francesco the results of LA-2 level of analysis confirm the conclusions obtained with the more simplified procedures, while a criticism is highlighted with the LA-3 approach when the N2 method is adopted in combination with a pushover methodology of analysis.

    image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Universidade do Minh...arrow_drop_down
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      image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Universidade do Minh...arrow_drop_down
      image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
      image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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  • image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    Authors: Alberto Barontini; Carlo Alarcon; Hélder S. Sousa; Daniel V. Oliveira; +2 Authors

    Building Information Modelling (BIM) methodology is becoming widespread with many potential uses, such as facility and asset management for new buildings. Recently, it has also been applied for the maintenance of built heritage, within the so-called Historical BIM (HBIM) field. A BIM model, empowered by detailed embedded information, is an excellent tool to monitor and infer on the behaviour, performance, and deterioration of heritage buildings, collecting and classifying diverse data that can co-exist in an asset model. However, three main issues must be tackled: lack of standardization, insufficient interoperability and inherent complexity of the information. It is essential to balance model’s geometrical and non-geometrical features, such as the level of detail accuracy and the quantity of linked information, to make the methodology cost-effective and hence more attractive for end-users. The present work focuses on the development of easy-to-implement strategy to report and monitor damage evolution over time. Standardization and simplification of the procedures are pursued by using Product Data Templates (PDTs) and focusing on interoperability of information through specific provisions of export/import definitions for Industry Foundation Classes (IFC). The developed methodology is tested on the Ducal Palace in Guimarães, Portugal, one of the most prominent monuments of the country. This work was partly financed by the HeritageCare project (Interreg-Sudoe/FEDER, SOE1/P5/P0258), with FEDER funds through the Competitivity Factors Operational Programme -COMPETE and by national funds through FCT Foundation for Science and Technology within the scope of the project POCI-01-0145-FEDER-007633. This work was also partly financed by FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB / 04029/2020. The authors acknowledge the support of the Northern Regional Directorate of Culture through Dr. Isabel Fernandes, Director of the Ducal Palace of Bragança, for making accessible all parts of the Palace and for kindly sharing her knowledge about the building. The authors would like also to acknowledge Nuno Moreira (TopArcos) for carrying out the laser scanner survey.

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  • image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    Authors: Tomás, R.; Cano, M.; Pulgarín, L.F.; Brotóns, V.; +3 Authors

    This work discusses the results from a set of physical and mechanical test conducted on 46 cubic samples of a granite from the north of Portugal widely used in local granite-built UNESCO World Heritage sites, heated in a furnace at temperatures ranging from 105 to 700 °C and cooled under different conditions. Then, the obtained results are compared with an extensive database of published case studies, showing that porosity, unit weight, ultrasonic waves velocities, elastic modulus and uniaxial compressive stress variations are mostly related to the induced thermal-stress caused by the anisotropic thermal expansion of the mineral grains. Only mineralogy and specific gravity do not exhibit changes for the studied range of temperatures. For specimens heated to above 500 °C, degradation processes predominate due to alpha-beta phase transition in quartz grains, considerably increasing the linear crack density, length and width and degrading the rock properties. Regarding the influence of the cooling method, thermal effects are amplified when cooling is performed by water immersion because of the inhomogeneous shrinkage and the subsequent tension stress between adjacent particles due to temperature decrease that develop at different pace within the samples. Scanning electron microscopy confirms the increase of damage and the negative effect on the granite properties caused by thermal treatment from 500 °C and by water cooling. For temperatures lower than 500 °C a hardening effect slightly improving elastic modulus and uniaxial compressive strength is observed in slowly and quickly cooled samples. The derived conclusions considerably improve the knowledge about the behaviour against temperature of this type of granite, with the purpose of evaluating the integrity level of granite-built UNESCO cultural heritage sites in northern Portugal. This work was partially funded by the University of Alicante (vigrob- 157 Project, GRE17-011 and UAUSTI18-21, UAUSTI19-25 and UAUSTI20-20 projects), the Regional Governments of Comunidad Valenciana AICO/2020/175, the Spanish Ministry of Economy and Competitiveness (MINECO) and EU FEDER under Project TEC2017- 85244-C2-1-P, the Spanish Ministry of Education, Culture and Sport under project CAS17/00392 and the Spanish Ministry of Science, Innovation and Universities project RTI2018-099052-BI00.

    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ Journal of Building ...arrow_drop_down
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    Journal of Building Engineering
    Article . 2021 . Peer-reviewed
    License: CC BY
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    image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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      Journal of Building Engineering
      Article . 2021 . Peer-reviewed
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      image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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  • image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    Authors: Vlachakis, Georgios; Giouvanidis, Anastasios I.; Mehrotra, Anjali; Lourenço, Paulo B.;

    Unreinforced masonry structures, particularly façade walls, are seismically vulnerable due to their weak connections with adjacent walls, floors, and/or roofs. During an earthquake, such walls formulate local mechanisms prone to out-of-plane collapse. This behavior has been largely investigated using classical rocking theory, which assumes the structure responds as a rigid body undergoing rocking motion, with energy dissipation at impact. Due to the complexity of the problem, however, e.g., number of degrees of freedom or boundary conditions, numerical block-based modeling is gaining momentum. However, numerical models lack a consistent and reliable treatment of the energy loss at impact. This paper bridges the gap between the well-established energy loss of classical rocking theory and the treatment of damping in numerical modeling. Specifically, it proposes an equivalent viscous damping model through novel ready-to-use predictive equations that capture the dissipative phenomena during both one-sided and two-sided planar rocking motion. The results reveal a satisfactory performance of the proposed model through comparisons with experimental results from literature and highlight its universality and robustness through applications of the model in fundamentally different block-based numerical modeling software.

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    Journal of Engineering Mechanics
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    ZENODO
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      ZENODO
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  • image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    Authors: Ana Fragata; Carla Candeias; Jorge Ribeiro; Cristina Braga; +3 Authors

    This investigation intends to study and characterize the mortars and bricks from walls and floors used in the funerary nucleus of the archaeological site of Dr. Gonçalo Sampaio Street (Braga, Portugal), associated with the Via XVII necropolis of the Bracara Augusta Roman city. The diversity of the funeral structures and their exceptional state of conservation make this sector of the necropolis an unprecedented case and a reference site in the archaeology of Braga, a determinant for its conservation and musealization. Nineteen mortars samples were analysed by X-ray Fluorescence. The results showed clear chemical composition differences among coating and floor mortars (CFM), masonry mortars (MM) and bricks (B) groups of samples. The chemical affinity between CFM from the V to IV centuries, CFM from the IV to V centuries, MM from brick walls (IV–V centuries), MM from stone walls (V–VII centuries) and B from the IV to V centuries samples were confirmed by statistical analyses. Their composition was distinctly related to the use of different raw materials, according to their chronological context; in mortars, according to their function in the structures; and in some samples, from contamination. Ana Fragata acknowledges grant SFRH/BPD/101517/2014 from the Portuguese Foundation for Science and Technology (FCT). This research was supported by GeoBioTec Research Centre (UID/GEO/04035/2019 + UIDB/04035/2020), funded by FCT, FEDER funds through the Operational Program Competitiveness Factors COMPETE and by national funds (OE), through FCT, in the scope of the framework contract foreseen in the numbers 4, 5 and 6 of the article 23, of the Decree-Law 57/2016, of 29 August, changed by Law 57/2017, of 19 July

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    Authors: Kristen Ounanian; Jan van Tatenhove; Carsten Jahn Hansen; Alyne Delaney; +15 Authors

    Coastal zones are historically rich with unique land/seascapes, tangible artifacts, and intangible cultural heritage. Coastal and maritime cultural heritage (CMCH) contends with various constraining conditions of the sea and shore—both geophysical and socially constructed—which we delineate to identify risks and threats to its sustainable management. In response to calls for the greater incorporation of CMCH in the name of regional development and blue growth, we propose a conceptual framework as a means to identify risks and sustainably manage CMCH. We develop the concepts of communities of meaning and communities of participation to address how CMCH is created and contested and identify key considerations for its management. Building on theories of space, place, and identity, the paper constructs communities of meaning in order to elaborate the various opportunities but also tensions in preserving CH and cultivating reliant enterprises as a part of wider regional development strategies. Working from this understanding of place and identity in degrees of inclusivity/exclusivity, the paper draws upon literature on deliberative and participatory governance, framed as communities of participation. These two concepts provide a vocabulary for managers to address calls for the promotion of CMCH and determine appropriate management strategies and governance based on policy objectives and the will of potentially multiple communities of meaning. Coastal zones are historically rich with unique land/seascapes, tangible artifacts, and intangible cultural heritage. Coastal and maritime cultural heritage (CMCH) contends with various constraining conditions of the sea and shore—both geophysical and socially constructed—which we delineate to identify risks and threats to its sustainable management. In response to calls for the greater incorporation of CMCH in the name of regional development and blue growth, we propose a conceptual framework as a means to identify risks and sustainably manage CMCH. We develop the concepts of communities of meaning and communities of participation to address how CMCH is created and contested and identify key considerations for its management. Building on theories of space, place, and identity, the paper constructs communities of meaning in order to elaborate the various opportunities but also tensions in preserving CH and cultivating reliant enterprises as a part of wider regional development strategies. Working from this understanding of place and identity in degrees of inclusivity/exclusivity, the paper draws upon literature on deliberative and participatory governance, framed as communities of participation. These two concepts provide a vocabulary for managers to address calls for the promotion of CMCH and determine appropriate management strategies and governance based on policy objectives and the will of potentially multiple communities of meaning.

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    Article . 2021
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    Authors: Georg Umgiesser; Marco Bajo; Christian Ferrarin; Andrea Cucco; +23 Authors

    Abstract. This paper reviews the state of the art in storm surge forecasting and its particular application in the northern Adriatic Sea. The city of Venice already depends on operational storm surge forecasting systems to warn the population and economy of imminent flood threats, as well as help to protect the extensive cultural heritage. This will be more important in the future, with the new mobile barriers called MOSE (MOdulo Sperimentale Elettromeccanico, Experimental Electromechanical Module) that will be completed by 2021. The barriers will depend on accurate storm surge forecasting to control their operation. In this paper, the physics behind the flooding of Venice is discussed, and the state of the art of storm surge forecasting in Europe is reviewed. The challenges for the surge forecasting systems are analyzed, especially in view of uncertainty. This includes consideration of selected historic extreme events that were particularly difficult to forecast. Four potential improvements are identified: (1) improve meteorological forecasts, (2) develop ensemble forecasting, (3) assimilation of water level measurements and (4) develop a multimodel approach.

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    Copernicus Publications
    Other literature type . 2021
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    Authors: Falanga, Roberto; Nunes, Mafalda Corrêa;

    Abstract In the last few decades, the diffusion of culture-led urban regeneration schemes has intercepted the growth of participatory approaches across a wide range of policy domains. Partnerships between private and public agencies have sought, accordingly, the engagement of citizens and stakeholders to push forward context-specific interventions. From the participatory action research developed in Lisbon, one of the cities funded under the EU-funded project ROCK, we analyse the ways in which this project has tackled spatial divides and socioeconomic inequalities in the project demonstration area. Our main argument is that operational decisions and substantive mismatches have given rise to opportunities and bottlenecks throughout the implementation of the project. While the public investment has been directed to regenerate a deprived area, it has fallen short of promoting greater connections within the area and with the surrounding neighbourhoods. ROCK’s actions have only partially met local community expectations regarding the project’s objectives for the optimisation of tangible and intangible cultural heritage, with impacts over degrees of citizen engagement in the local Living Lab.

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    Article . 2021 . Peer-reviewed
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    Authors: Soeiro, Diana;

    Urban Living Labs (ULL) are sites that allow different urban actors to design, test and learn from socio-technical innovations. In this article, I investigate the epistemological roots of ULL, claiming that this new instrument in the realm of urban planning strongly relies on action research, a methodology designed in the 1940s. I explore to what extent ULL and action research are different, identifying past obstacles of action research to design more successful ULL. This paper establishes that ULL are a key element to implement social innovation and that social innovation should lead technological innovation and the recent smart city model to promote smart sustainable cities. The article was prepared in the aftermath of the project “ROCK” (2017–2020) on cultural heritage as a driver for urban regeneration, where ULL played a central role being highly relevant in the context of urban regeneration policies. Key findings support that ULL can contribute to finding a balance between top-down and bottom-up strategies and its comparative qualitative analysis would improve the methodology. Moreover, public and private cooperation should be encouraged and government should lead and act as a key player in innovation strategies. Lastly, geography can contribute to these new challenges by framing past approaches, projecting the future of cities, and finding ways to make them become a reality.

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    Fennia: International Journal of Geography
    Article . 2021 . Peer-reviewed
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      image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
      Fennia: International Journal of Geography
      Article . 2021 . Peer-reviewed
      License: CC BY
      Data sources: Crossref
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  • image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    Authors: Samar Momin; Holger Lovon; Vitor Silva; Tiago Miguel Ferreira; +1 Authors

    Adobe construction represents 5.3% of the total Portuguese building stock according to the latest National Housing Census. The distribution of these adobe buildings is scattered across the country, with higher density in the central region and in Algarve in the south, where the seismic hazard is highest. A large proportion of these buildings are still in use for residential and commercial purposes and are of historical significance, contributing to the cultural heritage of the country. Adobe buildings are known to exhibit low seismic resistance due to their brittle behavior, thus making them vulnerable to ground shaking and more prone to structural damage that can potentially cause human fatalities. Three buildings with one-story, two-stories, and two-stories plus an attic were numerically modeled using solid and contact elements. Calibration and validation of material properties were carried out following experimental results. A set of 30 ground motion records with bi-directional components were selected, and non-linear time-history analyses were performed until complete collapse occurred. Two novel engineering demand parameters (EDPs) were used, and damage thresholds were proposed. Finally, fragility and fatality vulnerability functions were derived. These functions can be used directly in seismic risk assessment studies. This work was funded by the Foundation for Science and Technology (FCT)—Aveiro Research Centre for Risks and Sustainability in Construction (RISCO), Universidade de Aveiro, Portugal in the framework of research project PTDC/ECI-EST/31865/2017 MitRisk—Framework for seismic risk reduction resorting to cost-effective retrofitting solutions.

    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ Buildings; LAReferen...arrow_drop_down
    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    Buildings
    Article . 2021
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    Article . 2021
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    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    Buildings
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      image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ Buildings; LAReferen...arrow_drop_down
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      image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
      Buildings
      Article . 2021
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      image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
      Buildings
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  • image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
    Authors: Betti, Michele; Galano, Luciano; Lourenço, Paulo B.;

    Abstract Among heritage buildings, masonry churches are complex structures often characterized by an open plan layout with slender perimeter walls. Their vulnerability to earthquakes is frequently increased by the absence of adequate connections between the various parts of the structural complex, together with the presence of thrusting horizontal elements such as masonry vaults and timber roofs. In this paper, the vulnerability and the seismic risk of thirteen masonry churches located in Tuscany (Italy) have been analysed with simplified methods to establish a first screening of the risk of this heritage typology. The methods are that proposed by Lourenco and Roque in 2006 and the so-called first level of analysis (LA-1), introduced by the Italian code. For one of these churches, the Basilica of San Francesco in Arezzo, the analyses of second (LA-2) and third (LA-3) level have been also performed according to the same code. The results highlight the contribution of the simplified approaches to establish a first selection of the priorities for subsequent investigations and, if needed, proper interventions. Approximately one-half of the churches composing the sample have the normalized simplified indexes lower than one, indicating the need of further investigations. For the Basilica of San Francesco the results of LA-2 level of analysis confirm the conclusions obtained with the more simplified procedures, while a criticism is highlighted with the LA-3 approach when the N2 method is adopted in combination with a pushover methodology of analysis.

    image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Universidade do Minh...arrow_drop_down
    image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
    image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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      image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Universidade do Minh...arrow_drop_down
      image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
      image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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    Authors: Alberto Barontini; Carlo Alarcon; Hélder S. Sousa; Daniel V. Oliveira; +2 Authors

    Building Information Modelling (BIM) methodology is becoming widespread with many potential uses, such as facility and asset management for new buildings. Recently, it has also been applied for the maintenance of built heritage, within the so-called Historical BIM (HBIM) field. A BIM model, empowered by detailed embedded information, is an excellent tool to monitor and infer on the behaviour, performance, and deterioration of heritage buildings, collecting and classifying diverse data that can co-exist in an asset model. However, three main issues must be tackled: lack of standardization, insufficient interoperability and inherent complexity of the information. It is essential to balance model’s geometrical and non-geometrical features, such as the level of detail accuracy and the quantity of linked information, to make the methodology cost-effective and hence more attractive for end-users. The present work focuses on the development of easy-to-implement strategy to report and monitor damage evolution over time. Standardization and simplification of the procedures are pursued by using Product Data Templates (PDTs) and focusing on interoperability of information through specific provisions of export/import definitions for Industry Foundation Classes (IFC). The developed methodology is tested on the Ducal Palace in Guimarães, Portugal, one of the most prominent monuments of the country. This work was partly financed by the HeritageCare project (Interreg-Sudoe/FEDER, SOE1/P5/P0258), with FEDER funds through the Competitivity Factors Operational Programme -COMPETE and by national funds through FCT Foundation for Science and Technology within the scope of the project POCI-01-0145-FEDER-007633. This work was also partly financed by FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB / 04029/2020. The authors acknowledge the support of the Northern Regional Directorate of Culture through Dr. Isabel Fernandes, Director of the Ducal Palace of Bragança, for making accessible all parts of the Palace and for kindly sharing her knowledge about the building. The authors would like also to acknowledge Nuno Moreira (TopArcos) for carrying out the laser scanner survey.

    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ Universidade do Minh...arrow_drop_down
    image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
    image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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      image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/ Universidade do Minh...arrow_drop_down
      image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
      image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
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