Ylenia Saretta
Biographic Data
| ID | 6941832 |
|---|---|
| NAME | Ylenia Saretta |
| GIVEN NAMES | Ylenia |
| FAMILY NAME | Saretta |
| SIGNATURE | SARETTA Y |
| AFFILIATIONS | University of Padua |
| ORCID | 0000-0002-9893-3778 |
| VERIFIED | Yes |
| TOTAL WORKS | 3 |
| TOTAL CITATIONS | 0 |
| AUTHOR COUNT | 3 |
| EDITOR COUNT | 0 |
| FIRST PUBLICATION YEAR | 2021 |
| LATEST PUBLICATION YEAR | 2024 |
| H-INDEX | 0 |
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…
Assigning the macroseismic vulnerability classes to strengthened ordinary masonry buildings: An update from extensive data of the 2016 Central Italy earthquake
No prominent works on this page.
Assigning the macroseismic vulnerability classes to strengthened ordinary masonry buildings: An update from extensive data of the 2016 Central Italy earthquake
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…
Engineering (3 works) · Masonry (3 works) · Masonry and Concrete Structural Analysis (3 works) · Seismic Performance and Analysis (3 works) · Civil engineering (2 works) · Computer Science (2 works) · Forensic engineering (2 works) · Mathematics (2 works) · Psychological intervention (2 works) · Psychology (2 works)