2019
DOI: 10.1007/s10518-019-00575-7
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A methodology for the seismic multilevel assessment of unreinforced masonry church inventories in the Groningen area

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Cited by 10 publications
(9 citation statements)
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“…Finally, exposure refers to the walled system itself as cultural heritage, as well as people, objects, buildings, roads or any element that can be potentially damaged by the failure of the town walls. Six risk classes have been considered, ranging from R0 to R5 [5]: R0 is assigned to units that are not exposed to any hazard; R1 and R2 are associated with acceptable levels of risk requiring on-site inspections; R3 is at the limit of acceptability and therefore requires regular monitoring actions; R4 and R5 are associated to unacceptable and critically unacceptable levels, respectively. Each element is subdivided into a number of units on which the evaluation is performed by means of several GIS-based forms.…”
Section: Methodsmentioning
confidence: 99%
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“…Finally, exposure refers to the walled system itself as cultural heritage, as well as people, objects, buildings, roads or any element that can be potentially damaged by the failure of the town walls. Six risk classes have been considered, ranging from R0 to R5 [5]: R0 is assigned to units that are not exposed to any hazard; R1 and R2 are associated with acceptable levels of risk requiring on-site inspections; R3 is at the limit of acceptability and therefore requires regular monitoring actions; R4 and R5 are associated to unacceptable and critically unacceptable levels, respectively. Each element is subdivided into a number of units on which the evaluation is performed by means of several GIS-based forms.…”
Section: Methodsmentioning
confidence: 99%
“…These aspects affect the correctness of risk analysis that requires a critical judgment founded on a reading and interpretation of the object to be preserved and the phenomena to which it is subjected. In the architectural heritage domain, simplified multi-hazard approaches represent a significant step forward in the prioritisation of risk reduction measures [3] [4] [5]. Moreover, qualitative index-based methodologies can identify situations when detailed assessments are needed [6].…”
Section: Introductionmentioning
confidence: 99%
“…procedure to important UNESCO (United Nations Educational, Scientific and Cultural Organization) sites, thus highlighting its feasibility in the vulnerability assessment of large CH building portfolio. Moratti et al (2019) proposed a multi-level approach for the seismic assessment of URM churches based on five levels of data collection which lead to three levels of analysis refinement. At each level, performance indices are calculated as ratio of the structural capacity and the seismic demand, both expressed in terms of displacement.…”
Section: Review Of Risk Prioritization Schemes For Ch Assetsmentioning
confidence: 99%
“…However, performing detailed structural analyses for a large number of structures is cost-ineffective because it would require high-performance computing and specific technical resources. Therefore, simplified methods for multi-hazard risk prioritization/assessment of building portfolios (e.g., FEMA P-154, 2015), framed in multi-level frameworks (e.g., Moratti et al, 2019), represent essential tools to prioritize further detailed analyses and any DRR and/or resilience-enhancing intervention. Such simplified methods should allow an analyst to also account for the intangible value of CH assets and to consider their specific construction features by just using a small amount of information -to be typically collected in highly-complex urban settings, such as in developing countries.…”
Section: Introduction and Motivationsmentioning
confidence: 99%
“…The analysis results of the model showed moderate agreement with the visual inspection performed in the site, which validated the model, and finally, the limit analysis using macro block analysis was also carried out to validate the main local collapse mechanisms of the church. Recently, there are many papers focused on the failure mechanisms of old masonry churches around the world, using different numerical modeling approaches, while other researchers studied the retrofitting possibilities using different approaches [16][17][18][19][20][21][22][23][24][25].…”
Section: Introductionmentioning
confidence: 99%