Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Simone Peloso"'
Publikováno v:
Buildings, Vol 13, Iss 9, p 2326 (2023)
Unreinforced masonry-infilled reinforced concrete frames are a prevalent taxonomy class not only in the Mediterranean region but also in Europe and worldwide, where buildings of this type abound or are ubiquitous. Thus, somewhat expectedly, various e
Externí odkaz:
https://doaj.org/article/70e73fa444754a1a94ef3fb04f4d15fc
Publikováno v:
Građevinar, Vol 73, Iss 04., Pp 389-398 (2021)
The ASA (Advanced Seismic Assessment) module is a post-earthquake technical intervention service, developed over the years by the EUCENTRE Foundation through a series of national and European pilot projects, field exercises, and direct experience, af
Externí odkaz:
https://doaj.org/article/bacb535e719546839573596ffadbc51c
Autor:
Beatrice Chichino, Simone Peloso, Davide Bolognini, Claudio Moroni, Daniele Perrone, Emanuele Brunesi
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Seismic risk reduction of a building system, meant as primary building structure and nonstructural elements (NSEs) as a whole, must rely upon an adequate design of each of these two items. As far as NSEs are concerned, adequate seismic design means u
Externí odkaz:
https://doaj.org/article/a04faa8499e04ba5984e8ab70d47ba15
Autor:
Ekin Ozer, Ali Güney Özcebe, Caterina Negulescu, Alireza Kharazian, Barbara Borzi, Francesca Bozzoni, Sergio Molina, Simone Peloso, Enrico Tubaldi
Publikováno v:
Buildings, Vol 12, Iss 4, p 416 (2022)
This paper presents a multi-level methodology for near real-time seismic damage assessment of multi-story buildings, tailored to the available level of knowledge and information from sensors. The proposed methodology relates changes in the vibratory
Externí odkaz:
https://doaj.org/article/29df5ef6bef74542b050e920395aa42a
Autor:
Stylianos Kallioras, Gabriele Guerrini, Umberto Tomassetti, Simone Peloso, Francesco Graziotti
Publikováno v:
Data in Brief, Vol 18, Iss , Pp 629-640 (2018)
This paper provides information related to the sensor measurements obtained from an unreinforced masonry building subjected to incremental dynamic shake-table tests at the EUCENTRE facilities in Pavia, Italy. These tests provide a unique data set tha
Externí odkaz:
https://doaj.org/article/1f01a8bee09c4765835a0bb055382cce
Publikováno v:
Buildings, Vol 10, Iss 12, p 227 (2020)
The purpose of the research was to study the response of existing constructions, designed for gravity loads only in the South of Italy, more precisely in the Sicily Region. The building is an existing two-story reinforced concrete structure, built in
Externí odkaz:
https://doaj.org/article/6dc734a7209843a8b52138eb6f8b055c
Publikováno v:
Journal of Earthquake Engineering. :1-27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0db210dc015850f1e56925e9ab609616
https://doi.org/10.1080/13632469.2023.2174775
https://doi.org/10.1080/13632469.2023.2174775
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031211867
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b2cca52c1199b118624277a81cab997
https://doi.org/10.1007/978-3-031-21187-4_66
https://doi.org/10.1007/978-3-031-21187-4_66
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031211867
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d686dc8748e0804b59902ffd0348e1eb
https://doi.org/10.1007/978-3-031-21187-4_58
https://doi.org/10.1007/978-3-031-21187-4_58
Autor:
Roberto Piccinin, Emanuele Brunesi, Simone Peloso, Clemens Beiter, Daniele Perrone, Andre Filiatrault, Roberto Nascimbene
Publikováno v:
Bulletin of Earthquake Engineering. 18:3247-3283
The seismic performance of suspended piping systems can significantly compromise the functionality of critical facilities due to the incorporation of inadequate seismic design based on prescriptive empirical regulations and guidelines. The performanc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a10bbf371e27eadee851ce562f3e629b
https://doi.org/10.1007/s10518-020-00832-0
https://doi.org/10.1007/s10518-020-00832-0