Maria Rosa Valluzzi
Biographic Data
| ID | 634344 |
|---|---|
| NAME | Maria Rosa Valluzzi |
| GIVEN NAMES | Maria Rosa |
| FAMILY NAME | Valluzzi |
| SIGNATURE | VALLUZZI M R |
| AFFILIATIONS | University of Padua |
| ORCID | 0000-0003-0216-5549 |
| VERIFIED | Yes |
| TOTAL WORKS | 11 |
| TOTAL CITATIONS | 9 |
| AUTHOR COUNT | 11 |
| EDITOR COUNT | 0 |
| FIRST PUBLICATION YEAR | 2002 |
| LATEST PUBLICATION YEAR | 2025 |
| H-INDEX | 2 |
OpenHBIM framework for material deterioration assessment and prioritization of interventions in historical buildings
This paper proposes an OpenHBIM methodology for the analysis of material deterioration in BCH starting from visual inspections to obtain a preliminary assessment of its current state and address the restoration strategy. It is Open since it only uses open standards, formats and software and HBIM since it is based on information modelling applied to BCH. The procedure guides the survey phase, relying on the IFC data structure (Section 3.1), and im…
Empirical seismic fragility of masonry buildings in historical centres accounting for structural interventions
Fragility models are widely employed to forecast seismic damage in built environments. However, the actual conditions of buildings, depending on their construction systems and transformations, are crucial for model reliability, especially in historical centres. In this paper, an empirical fragility model for residential masonry buildings from data collected within 19 historical centres struck by the 2016 Central Italy earthquake is proposed. The …
Dynamic-Based Limit Analysis for Seismic Assessment of Free-Standing Walls of San Giovanni Church in Castelseprio Unesco World Heritage Site
Free-standing archaeological walls are significantly exposed to horizontal actions (e.g., earthquakes) as they lack connections provided by floors or roofs. In such cases, the dynamic response governs the activation of local mechanisms of collapse, determining the shape of the macroblocks and their position. Engineering models of archaeological walls are developed according to the results of extensive visual inspections and on-site testing, inclu…
Optimization of Intervention Strategies for Masonry Buildings Based on CLT Components
Unreinforced masonry has been for centuries one of the most widespread constructive techniques for both massive structures and civil buildings (e.g., palaces, hospitals, houses), for the most still standing nowadays. Their future conservation relies on (i) their protection from main natural threats (e.g., earthquakes) and (ii) updating to current functionality and hygrothermal standards. In the former framework, existing masonry buildings proved …
Assigning the macroseismic vulnerability classes to strengthened ordinary masonry buildings: An update from extensive data of the 2016 Central Italy earthquake
Numerical Prediction of the Seismic Behavior of Reassembled Columns in Ancient Structures: An Anastylosis Model for the Temple of Apollo Pythios in Gortyn (Crete)
The Temple of Apollo Pythios in Gortyn (Crete, Greece) dates back to the mid-7th century BC. The temple underwent several transformations and an ultimate destruction over time that resulted in the current remains of a Roman colonnade composed of six fragmented stone columns lying on the ground within the naos. In addition, the region was struck by several earthquakes which contributed to the various changes. The analysis of the fragments composin…
A Multilevel Procedure at Urban Scale to Assess the Vulnerability and the Exposure of Residential Masonry Buildings: The Case Study of Pordenone, Northeast Italy
More than the 60% of the Italian residential building stock had already been built by 1974, when seismic codes were enforced on a minimal part of the country. Unreinforced masonry buildings represent most of that share, but they are typical for each region, in terms of both materials and structural configurations. The definition of ‘regional’, i.e., more specific, vulnerability and exposure models are required to improve existing forecast models.…
Seismic assessment and numerical modelling of the Sarno Baths, Pompeii
Non-destructive investigations for structural qualification of the Sarno Baths, Pompeii
Pompéi. Villa de Diomède: Campagne d’étude 2015
L’objectif de la troisième campagne menée sur la Villa de Diomède était de préciser la chronologie relative du bâtiment et son évolution en fonction des rapports de propriété et d’occupation de l’espace qui organisent ce secteur périurbain de Pompéi. Dans l’angle sud-est de la villa, un secteur particulièrement propice pour l’étude a été privilégié, afin de caractériser la relation avec la Via delle Tombe, ainsi qu’avec les façades orientale et m…
Structural investigations and analyses for the conservation of the ‘Arsenale’ of Venice
Non-destructive investigations for structural qualification of the Sarno Baths, Pompeii
Seismic assessment and numerical modelling of the Sarno Baths, Pompeii
OpenHBIM framework for material deterioration assessment and prioritization of interventions in historical buildings
This paper proposes an OpenHBIM methodology for the analysis of material deterioration in BCH starting from visual inspections to obtain a preliminary assessment of its current state and address the restoration strategy. It is Open since it only uses open standards, formats and software and HBIM since it is based on information modelling applied to BCH. The procedure guides the survey phase, relying on the IFC data structure (Section 3.1), and im…
Pompéi. Villa de Diomède: Campagne d’étude 2015
L’objectif de la troisième campagne menée sur la Villa de Diomède était de préciser la chronologie relative du bâtiment et son évolution en fonction des rapports de propriété et d’occupation de l’espace qui organisent ce secteur périurbain de Pompéi. Dans l’angle sud-est de la villa, un secteur particulièrement propice pour l’étude a été privilégié, afin de caractériser la relation avec la Via delle Tombe, ainsi qu’avec les façades orientale et m…
Structural investigations and analyses for the conservation of the ‘Arsenale’ of Venice
Pompéi. Villa de Diomède: Campagne d’étude 2015
L’objectif de la troisième campagne menée sur la Villa de Diomède était de préciser la chronologie relative du bâtiment et son évolution en fonction des rapports de propriété et d’occupation de l’espace qui organisent ce secteur périurbain de Pompéi. Dans l’angle sud-est de la villa, un secteur particulièrement propice pour l’étude a été privilégié, afin de caractériser la relation avec la Via delle Tombe, ainsi qu’avec les façades orientale et m…
Seismic assessment and numerical modelling of the Sarno Baths, Pompeii
Non-destructive investigations for structural qualification of the Sarno Baths, Pompeii
A Multilevel Procedure at Urban Scale to Assess the Vulnerability and the Exposure of Residential Masonry Buildings: The Case Study of Pordenone, Northeast Italy
More than the 60% of the Italian residential building stock had already been built by 1974, when seismic codes were enforced on a minimal part of the country. Unreinforced masonry buildings represent most of that share, but they are typical for each region, in terms of both materials and structural configurations. The definition of ‘regional’, i.e., more specific, vulnerability and exposure models are required to improve existing forecast models.…
Assigning the macroseismic vulnerability classes to strengthened ordinary masonry buildings: An update from extensive data of the 2016 Central Italy earthquake
Numerical Prediction of the Seismic Behavior of Reassembled Columns in Ancient Structures: An Anastylosis Model for the Temple of Apollo Pythios in Gortyn (Crete)
The Temple of Apollo Pythios in Gortyn (Crete, Greece) dates back to the mid-7th century BC. The temple underwent several transformations and an ultimate destruction over time that resulted in the current remains of a Roman colonnade composed of six fragmented stone columns lying on the ground within the naos. In addition, the region was struck by several earthquakes which contributed to the various changes. The analysis of the fragments composin…
Optimization of Intervention Strategies for Masonry Buildings Based on CLT Components
Unreinforced masonry has been for centuries one of the most widespread constructive techniques for both massive structures and civil buildings (e.g., palaces, hospitals, houses), for the most still standing nowadays. Their future conservation relies on (i) their protection from main natural threats (e.g., earthquakes) and (ii) updating to current functionality and hygrothermal standards. In the former framework, existing masonry buildings proved …
Empirical seismic fragility of masonry buildings in historical centres accounting for structural interventions
Fragility models are widely employed to forecast seismic damage in built environments. However, the actual conditions of buildings, depending on their construction systems and transformations, are crucial for model reliability, especially in historical centres. In this paper, an empirical fragility model for residential masonry buildings from data collected within 19 historical centres struck by the 2016 Central Italy earthquake is proposed. The …
Dynamic-Based Limit Analysis for Seismic Assessment of Free-Standing Walls of San Giovanni Church in Castelseprio Unesco World Heritage Site
Free-standing archaeological walls are significantly exposed to horizontal actions (e.g., earthquakes) as they lack connections provided by floors or roofs. In such cases, the dynamic response governs the activation of local mechanisms of collapse, determining the shape of the macroblocks and their position. Engineering models of archaeological walls are developed according to the results of extensive visual inspections and on-site testing, inclu…
OpenHBIM framework for material deterioration assessment and prioritization of interventions in historical buildings
This paper proposes an OpenHBIM methodology for the analysis of material deterioration in BCH starting from visual inspections to obtain a preliminary assessment of its current state and address the restoration strategy. It is Open since it only uses open standards, formats and software and HBIM since it is based on information modelling applied to BCH. The procedure guides the survey phase, relying on the IFC data structure (Section 3.1), and im…
Engineering (9 works) · Computer Science (8 works) · Building materials and conservation (7 works) · Civil engineering (7 works) · Masonry (7 works) · Masonry and Concrete Structural Analysis (7 works) · Seismic Performance and Analysis (6 works) · Forensic engineering (5 works) · Geology (5 works) · Psychological intervention (4 works)