Zobrazeno 1 - 10
of 217
pro vyhledávání: '"Sebastiano, Foti"'
Publikováno v:
Procedia Structural Integrity. 44:323-330
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97ce6450b0d1f0d40a19726d0e0a0fd4
https://doi.org/10.1016/j.prostr.2023.01.042
https://doi.org/10.1016/j.prostr.2023.01.042
Autor:
Ioannis Anastasopoulos, Andrea Ciancimino, Lampros Sakellariadis, Liam Jones, Sebastiano Foti
Publikováno v:
Géotechnique. 72:998-1015
Scouring around piers is recognised as one of the main causes of bridge failure. Local scour refers to the localised erosion of soil at piers and abutments caused by flow-induced vortices around their base. This paper studies experimentally the respo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4304d4955251fe27e2164722a064516f
https://doi.org/10.1680/jgeot.20.p.230
https://doi.org/10.1680/jgeot.20.p.230
Publikováno v:
Near Surface Geophysics. 20:64-81
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8c4b3360fa94eac2bcbc90c973aa6c96
https://doi.org/10.1002/nsg.12184
https://doi.org/10.1002/nsg.12184
Multi-channel analysis of surface waves (MASW) is the most popular method to estimate the shear wave velocity (Vs) profile of soil and subsequently, the seismic site response. Nevertheless, the inversion process to retrieve the Vs profile from MASW t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a05825301f2cdea0bf445f7c98d902b1
https://doi.org/10.21203/rs.3.rs-2155432/v1
https://doi.org/10.21203/rs.3.rs-2155432/v1
Publikováno v:
Advances in Earthquake Geotechnics ISBN: 9789811933295
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d107d89cd335099b9cc9b81beccf04c7
https://doi.org/10.1007/978-981-19-3330-1_12
https://doi.org/10.1007/978-981-19-3330-1_12
Autor:
Sebastiano Foti, Mauro Aimar
Publikováno v:
Bulletin of the Seismological Society of America. 111:1940-1953
The possible amplification of seismic waves in soil deposits is crucial for the seismic design of buildings and geotechnical systems. The most common approaches for the numerical simulation of seismic site response are the equivalent linear (EQL) and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a770e0d6f73cfac813911cbe668dd205
https://doi.org/10.1785/0120200319
https://doi.org/10.1785/0120200319
Autor:
Roberto Paolucci, Giovanni Lanzano, Manuela Vanini, Marco Dotti, Sebastiano Foti, Mauro Aimar, Francesca Pacor, Pietro Mattevi, Andrea Ciancimino
Publikováno v:
Bulletin of Earthquake Engineering. 19:4199-4234
In this paper the site categorization criteria and the corresponding site amplification factors proposed in the 2021 draft of Part 1 of Eurocode 8 (2021-draft, CEN/TC250/SC8 Working Draft N1017) are first introduced and compared with the current vers
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cb7d2fae5c8bcb7a9117289bdc36e338
https://doi.org/10.1007/s10518-021-01118-9
https://doi.org/10.1007/s10518-021-01118-9
Publikováno v:
Bulletin of Earthquake Engineering. 19:2343-2370
The compilation and maintenance of experimental databases are of crucial importance in all research fields, allowing for researchers to develop and test new methodologies. In this work, we present a flat-file database of experimental dispersion curve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3e7be5ea58aa7e997b8b47406f0dbbda
https://doi.org/10.1007/s10518-021-01069-1
https://doi.org/10.1007/s10518-021-01069-1
Autor:
Andrea Ciancimino, Renato Maria Cosentini, Sebastiano Foti, Giuseppe Lanzo, Alessandro Pagliaroli, Oronzo Pallara
The soil nonlinear hysteretic behaviour is usually described, in the moderate strain range, through the shear modulus reduction and material damping ratio (MRD) curves. In common practice, in absence of specific laboratory tests, the curves are estim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::66575a75a231e9aba18a56b2dd23e55c
https://doi.org/10.21203/rs.3.rs-1579607/v1
https://doi.org/10.21203/rs.3.rs-1579607/v1
Publikováno v:
Near Surface Geophysics. 18:659-682
The inversion of active surface‐wave data is highly affected by the non‐uniqueness of the solution. While a deterministic approach is generally chosen due to certain advantages, there is the risk of getting trapped in a local minima, especially w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8a27637e34d19677134a0b61d5e1405e
https://doi.org/10.1002/nsg.12126
https://doi.org/10.1002/nsg.12126