Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Valentina Lentini"'
Publikováno v:
Geosciences, Vol 14, Iss 4, p 100 (2024)
Fully coupled soil–structure analyses were performed for a building of strategic importance located in the city of Messina (Sicily, Italy). The structure was built after the destructive 1908 earthquake, also known as the ‘Messina and Reggio Calab
Externí odkaz:
https://doaj.org/article/960f67c042fc48cd81a2dd6ffac6265b
Publikováno v:
Geotechnics, Vol 2, Iss 2, Pp 467-487 (2022)
In this paper, the design of a new laminar shear box at the Laboratory of Earthquake Engineering and Dynamic Analysis (L.E.D.A.) of the University of Enna “Kore” (Sicily, Italy), is presented. The laminar box has been developed to investigate the
Externí odkaz:
https://doaj.org/article/9943fb25b042470eb9a314a31f01900c
Effects of Soil-Foundation-Interaction on the Seismic Response of a Cooling Tower by 3D-FEM Analysis
Publikováno v:
Geosciences, Vol 11, Iss 5, p 200 (2021)
This paper reports on the results of soil-foundation numerical modelling and the seismic response of a cooling tower founded on piles of a petrochemical facility located in the city of Augusta (Sicily, Italy). The city was affected in the past by som
Externí odkaz:
https://doaj.org/article/d07fd479ab674ca3874118d68ef9aafb
Autor:
Michele Placido Antonio Gatto, Valentina Lentini, Francesco Castelli, Lorella Montrasio, Davide Grassi
Publikováno v:
Geosciences, Vol 11, Iss 5, p 201 (2021)
This paper analyses the effect of polyurethane injections on the seismic surficial response of cohesionless soils. For this purpose, dynamic finite element numerical analyses were performed through GiD + OpenSees. Both the soil and the composite mate
Externí odkaz:
https://doaj.org/article/1ee2734ffa044379bad5c4a35e03bf28
Publikováno v:
Geosciences, Vol 11, Iss 2, p 64 (2021)
Fast-moving landslides (i.e., debris/earth flows) are often caused by heavy rainfall occurring in small areas, and are not predictable. On the other hand, innovative methods for geomechanical characterization, numerical analysis, and modeling are req
Externí odkaz:
https://doaj.org/article/b2ba06ac56064355af475be353c8a628
Publikováno v:
Landslides.
Landslide risk assessment is fundamental in identifying risk areas, where mitigation measures must be introduced. Most of the existing methods are based on susceptibility assessment strongly site-specific and require information often unavailable for
Publikováno v:
Bulletin of Earthquake Engineering.
The paper focuses on the detailed analysis of the dynamic characterisation of polyurethane to evaluate the effects of polyurethane injections into soil with the aim of geotechnical seismic isolation. To determine the dynamic properties, resonant colu
The paper focuses on the detailed analysis of the dynamic characterisation of polyurethane to evaluate the effects of polyurethane injections into the soil with the aim of geotechnical seismic isolation (GSI). To determine the dynamic properties, res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::452fc68ca3e6bae4854dfcc0ef138bfa
https://doi.org/10.21203/rs.3.rs-986361/v1
https://doi.org/10.21203/rs.3.rs-986361/v1
Autor:
Giuseppe Lanzo, Anna d’Onofrio, Valentina Lentini, Claudia Madiai, Giorgio Andrea Alleanza, Francesco Castelli, Andrea Ciancimino, Sara Amoroso, Giovanna Vessia, Sebastiano Foti, Roberto Bardotti, Ernesto Cascone, Giovanni Biondi, Anita Di Giulio
Publikováno v:
Bulletin of Earthquake Engineering. 18:5503-5531
The investigation of soil response to dynamic loads is necessary to predict site-specific seismic hazard. This paper presents the results of cyclic and dynamic laboratory tests carried out after the 2016–2017 Central Italy Earthquake sequence, with