Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Gianrocco Mucedero"'
Publikováno v:
Applied Sciences, Vol 12, Iss 23, p 12002 (2022)
Past earthquake evidence has shown the high vulnerability of Italian school buildings, given by the extensive damage observed to structural and non-structural elements. Such vulnerability demonstrates the need to undertake a seismic risk assessment a
Externí odkaz:
https://doaj.org/article/3d0aa747e1ee427fa5c0a80e34943d27
Publikováno v:
Buildings, Vol 10, Iss 10, p 182 (2020)
Reinforced concrete (RC) frame buildings with masonry infills represent one of the most common structural typologies worldwide. Although, in the past, masonry infills were frequently considered as non-structural elements and their interaction with th
Externí odkaz:
https://doaj.org/article/d31914d59a424f469528c5637a133b0c
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:3755-3778
Publikováno v:
Applied Sciences; Volume 12; Issue 23; Pages: 12002
Past earthquake evidence has shown the high vulnerability of Italian school buildings, given by the extensive damage observed to structural and non-structural elements. Such vulnerability demonstrates the need to undertake a seismic risk assessment a
The seismic assessment of existing masonry infilled reinforced concrete (RC) building portfolios is a highly relevant issue in Italy and other Mediterranean countries, particularly in regions where a large part of the built environment was not design
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7e924652d075a390a5f96b1799d530bf
https://hdl.handle.net/11587/452505
https://hdl.handle.net/11587/452505
The seismic risk assessment of existing masonry infilled reinforced concrete (RC) building portfolios is a highly relevant issue in Italy and other Mediterranean countries, particularly in regions where a large part of the built environment was not d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4034::98dfdfa631d8d5e94b29a8faa2e07f6e
https://hdl.handle.net/11587/443797
https://hdl.handle.net/11587/443797
The choice of the most suitable constitutive models for fibre-based progressive collapse analysis of reinforced concrete (RC) structures is still an open issue, mainly because nonlinear material modelling has never been treated as a variable involved
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6af027f66199066b308e9ca3da3821a5
http://hdl.handle.net/11588/831063
http://hdl.handle.net/11588/831063
Publikováno v:
Journal of Building Engineering. 38:102228
Several research contributions stemmed from the increasing interest in progressive collapse-resistant design and assessment of structures, which was driven by extreme events all around the world. Most of studies focused on the robustness of steel and
Publikováno v:
Buildings
Volume 10
Issue 10
Buildings, Vol 10, Iss 182, p 182 (2020)
Volume 10
Issue 10
Buildings, Vol 10, Iss 182, p 182 (2020)
Reinforced concrete (RC) frame buildings with masonry infills represent one of the most common structural typologies worldwide. Although, in the past, masonry infills were frequently considered as non-structural elements and their interaction with th
Publikováno v:
Scopus-Elsevier
CIÊNCIAVITAE
CIÊNCIAVITAE
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d2c37730684b7ac60854bf8c249b2c2f
http://www.scopus.com/inward/record.url?eid=2-s2.0-85120817582&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-85120817582&partnerID=MN8TOARS