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Tytuł pozycji:

Potential of remote sensing data to support the seismic safety assessment of reinforced concrete buildings affected by slow‑moving landslides

Tytuł:
Potential of remote sensing data to support the seismic safety assessment of reinforced concrete buildings affected by slow‑moving landslides
Autorzy:
Mele, Annalisa
Miano, Andrea
Di Martire, Diego
Infante, Donato
Ramondini, Massimo
Prota, Andrea
Data publikacji:
2022
Słowa kluczowe:
hazard assessment
earthquake
landslide
remote sensing
building structural assessment
seismic safety
ocena zagrożeń
trzęsienia ziemi
osuwiska
teledetekcja
ocena konstrukcji budynku
bezpieczeństwo sejsmiczne
Język:
angielski
Dostawca treści:
BazTech
Artykuł
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Different forms of hazard can affect structures throughout their existence. The occurrence of a seismic event in areas exposed to different risks or already affected by other phenomena is highly likely, especially in countries characterized by high seismicity and equally high hydrogeological risk, as Italy. Nevertheless, the seismic safety assessment of reinforced concrete (RC) structures is commonly carried out considering the seismic action only, generally applied to an analytical model, neglecting the stress-strain state induced by previous ongoing phenomena. The aim of this work is to highlight the importance of the seismic safety assessment in a multi-hazard analysis, cumulating the action coming from two different hazards: landslide and earthquake. An existing RC building, located in an area affected by an intermittent landslide phenomenon with slow kinematics, that may also be subjected to strong earthquakes, is used as case study. The Differential Synthetic Aperture Radar Interferometry (DInSAR) approach is used to monitor the evolution in time of the landslide. DInSAR deformation data are used to detect surface ground movements applied to building foundations. A non-linear static analysis procedure is implemented for the code-based seismic safety assessment, in two different scenarios. The seismic assessment of the case-study building is implemented in a condition of structure deformed only for gravity loads, and, then, in a state of known landslide-induced deformed configuration. A comparison is proposed between the building seismic safety assessment per-formed in both cases, with or without the consideration of the landslide-induced displacements, showing the importance of a multi-hazard evaluation.
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)

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