Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Marco Nale"'
Autor:
Alessandro Rocchi, Andrea Chiozzi, Marco Nale, Zeljana Nikolic, Fabrizio Riguzzi, Luana Mantovan, Alessandro Gilli, Elena Benvenuti
Publikováno v:
Applied Sciences, Vol 12, Iss 2, p 583 (2022)
Communities are confronted with the rapidly growing impact of disasters, due to many factors that cause an increase in the vulnerability of society combined with an increase in hazardous events such as earthquakes and floods. The possible impacts of
Externí odkaz:
https://doaj.org/article/2f0dc408c715496390e1e3aaabfb6a39
Effect of uncertainties on seismic fragility for out-of-plane collapse of unreinforced masonry walls
Publikováno v:
Journal of Building Engineering. 75:106936
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a08c85f8b49055dddb8f780e7df1a355
https://doi.org/10.1016/j.jobe.2023.106936
https://doi.org/10.1016/j.jobe.2023.106936
Publikováno v:
Bulletin of Earthquake Engineering. 19:6049-6079
Unreinforced masonry buildings undergoing seismic actions often exhibit local failure mechanisms which represent a serious life-safety hazard, as recent strong earthquakes have shown. Compared to new buildings, older unreinforced masonry buildings ar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3b18aa7f1538f0970f5fd3602155595d
https://doi.org/10.1007/s10518-021-01199-6
https://doi.org/10.1007/s10518-021-01199-6
The unreinforced masonry buildings can be present frequent local failure mechanisms and represent a serious life-safety hazard as recent strong earthquakes have shown. Compared to new building, existing unreinforced masonry buildings prone to be more
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5a08a118628edefcd1040e340e95d03
https://doi.org/10.21203/rs.3.rs-263582/v1
https://doi.org/10.21203/rs.3.rs-263582/v1
Publikováno v:
Lecture Notes in Mechanical Engineering ISBN: 9783030410568
Infrastructure systems cover an important role for economic activities and emergency response after a disaster, such as an earthquake. Within these systems, bridges represent a crucial component. However, they are often considered a weak link because
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::32440c5022ea603791706ffdea939336
http://hdl.handle.net/11392/2421940
http://hdl.handle.net/11392/2421940
The aim of this paper is to study the vulnerability to horizontal loads of a severely damaged masonry arch bridge located in the province of Ascoli Piceno (Marche, Italy). The bridge is a traditional single-span masonry arch designated as road bridge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::edabae6f9d09cb03b81060958d28a8d6
http://hdl.handle.net/11311/1127507
http://hdl.handle.net/11311/1127507
Autor:
Riccardo Lamborghini, Marco Nale, Andrea Chiozzi, Fabio Minghini, Marco Rigolin, Antonio Tralli
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c19a6066ad314e53db790d593e9d61bc
http://www.scopus.com/inward/record.url?eid=2-s2.0-85098721618&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-85098721618&partnerID=MN8TOARS