Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Fabrizio Noto"'
Publikováno v:
Journal of Earthquake Engineering. 27:1110-1125
The effect on seismic demand of the soil-foundation compliance is investigated for a reinforced concrete frame building representative of Italian constructions from the 1970s. Design accounts for regulations, materials, preferred structure and founda
Autor:
Paolo Franchin, Fabrizio Noto
Publikováno v:
Earthquake Engineering & Structural Dynamics.
The paper investigates the problem of Soil-Foundation-Structure Interaction (SFSI) for buildings supported on piles through the comparative analysis between the fixed base and the compliant base assumptions. The structure, a nine-storey residential b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fafe139f4a8ad9537f84059118ae7823
http://hdl.handle.net/11591/467072
http://hdl.handle.net/11591/467072
Autor:
Mariano Di Domenico, Maria Teresa De Risi, Vincenzo Manfredi, Marco Terrenzi, Guido Camata, Fabrizio Mollaioli, Fabrizio Noto, Paolo Ricci, Paolo Franchin, Angelo Masi, Enrico Spacone, Gerardo M. Verderame
This study investigates the seismic response of archetype infilled reinforced concrete buildings representative of the existing Italian residential building stock by focusing on the modelling aspects of the existing infills, including their failure m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b7356ccfaeb1db35905e30a63407ef3
https://hdl.handle.net/11588/900711
https://hdl.handle.net/11588/900711
Autor:
Maria Teresa De Risi, Mariano Di Domenico, Vincenzo Manfredi, Marco Terrenzi, Guido Camata, Fabrizio Mollaioli, Fabrizio Noto, Paolo Ricci, Paolo Franchin, Angelo Masi, Enrico Spacone, Gerardo M. Verderame
This study investigates the seismic response of reinforced concrete buildings designed according to Italian regulations and construction practices for three different post-WWII periods, up to the 1990s. Additional key investigated parameters are the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::740e4473f952b22cbd195f5dc7df8982
https://hdl.handle.net/11588/900710
https://hdl.handle.net/11588/900710
Publikováno v:
Engineering Structures. 167:533-548
It is widely recognised that the presence of infills modifies the global structural response of frame buildings subjected to seismic loads. Despite the substantial research carried out in the last decades, the assessment of the seismic performance of
Publikováno v:
Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications ISBN: 9780429426506
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::36f36c105e65a038c984c3f2262c970b
http://hdl.handle.net/11573/1508636
http://hdl.handle.net/11573/1508636
Autor:
Paolo Ricci, Mariano Di Domenico, Maria Teresa De Risi, Vincenzo Manfredi, Fabrizio Mollaioli, Gerardo M. Verderame, Marco Terrenzi, Enrico Spacone, Paolo Franchin, Angelo Masi, Guido Camata, Fabrizio Noto
Publikováno v:
Scopus-Elsevier
The RINTC research project (RINTC Workgroup, 2018), financed by the Italian Department of Civil Protection, is aimed at evaluating the seismic risk of buildings conforming to the Italian building code. Within the framework of this project, the attent
Autor:
Nazzareno Pierdicca, Fabrizio Noto, Marco Chini, Salvatore Stramondo, Roberta Anniballe, Tanya Scalia, Christian Bignami
Earth Observation (EO) data are used to map mostly affected urban areas after an earthquake generally exploiting change detection techniques applied at pixel scale. However, Civil Protection Services require damage assessment of each building accordi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::83058e7641f1e0540f737242b0ea5196
http://hdl.handle.net/11573/1090674
http://hdl.handle.net/11573/1090674
Autor:
Paolo Ricci, Maria Teresa De Risi, Fabrizio Noto, Vincenzo Manfredi, Fabrizio Mollaioli, Gerardo M. Verderame, Crescenzo Petrone, Enrico Spacone, Marco Terrenzi, Francesca Celano, Gennaro Magliulo, Paolo Franchin, Angelo Masi, Guido Camata
This study investigates the seismic response of reinforced concrete buildings designed according to the current Italian building code. Number of stories, site hazard, presence and distribution of masonry infill panels, and type of lateral resisting s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5a211f612cdbd084c4c9ec1fd38bff43
http://hdl.handle.net/11573/1324264
http://hdl.handle.net/11573/1324264