Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Francesca Celano"'
Publikováno v:
Biology and Life Sciences Forum, Vol 6, Iss 1, p 35 (2021)
The Sicilian territory is characterized by many peculiarities of both an environmental and biological nature that result in unique features in the cherry growing along the slopes of volcano Etna. Particular attention is paid to the typical varieties
Externí odkaz:
https://doaj.org/article/8bb5b8449ccc43efb0b85b21ca839b8e
Publikováno v:
Bulletin of Earthquake Engineering. 19:3701-3743
The paper investigates both local and global capacity criteria for collapse assessment of RC frame buildings. Both literature and regulations criteria are considered, also including the formulation recommended in the draft of the new Eurocode 8 (part
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::baa92afead32de48689ae9a19f277b4f
https://doi.org/10.1007/s10518-021-01115-y
https://doi.org/10.1007/s10518-021-01115-y
Autor:
Francesca Celano, Matjaž Dolšek
Publikováno v:
Reliability Engineering and System Safety
Reliability engineering & system safety, vol. 206, no. 107287, pp. 1-17, 2020.
Reliability engineering & system safety, vol. 206, no. 107287, pp. 1-17, 2020.
The rapid expansion of the built environment has resulted in the coexistence of industrial facilities and urban centres. Following recent major earthquakes throughout the world, it has become clear that multi-hazard domino effects can significantly i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3cb2889ca075ec728bdc9c233f472b76
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
Autor:
Paolo Bazzurro and Iunio Iervolino (coordinators), Davide, Bellotti, Stefano, Bracchi, Guido, Camata, Daniela, Camilletti, Serena, Cattari, Donatello, Cardone, Francesca, Celano, Maddalena, Cimmino, Nadia, Conte, Mariana, Ercolino, Dall'Asta, Andrea, Francesa da Porto, Gaetano Della Corte, Luca de Sanctis, Antonio Di Cesare, Amedeo, Flora, Paolo, Franchin, Giovanni, Guidi, Sergio, Lagomarsino, Raffaele, Landolfo, Gianmarco, Leccese, Guido, Magenes, Gennaro, Magliulo, Vincenzo, Manfredi, Martina, Mandirola, Carlo Filippo Manzini, Angelo, Masi, Micozzi, Fabio, Claudio, Modena, Fabrizio, Mollaioli, Roberto, Nascimbene, Fabrizio, Noto, Andrea, Penna, Crescenzo, Petrone, Felice, Ponzo, Laura, Ragni, Paolo, Ricci, Maria, Rota, Scozzese, Fabrizio, Enrico, Spacone, Andrea, Spillatura, Akiko, Suzuki, Giusy, Terracciano, Marco, Terrenzi, Gerardo, Verderame, Zona, Alessandro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3707::a4e6e1775b1f7ac1e296f8145059ccbd
http://hdl.handle.net/11581/429549
http://hdl.handle.net/11581/429549
Autor:
Paolo Franchin, Marco Terrenzi, Guido Camata, Fabrizio Noto, Francesca Celano, Maria Teresa De Risi, Angelo Masi, Fabrizio Mollaioli, Gerardo M. Verderame, Paolo Ricci, Enrico Spacone, Vincenzo Manfredi, Gennaro Magliulo
Publikováno v:
Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
This paper reports on the results of an ongoing Research Project aimed at computing the risk of collapse in code-conforming new Italian buildings. A companion paper describe the overall Research Project ([11]), funded by the Italian Civil Protection
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b0c2eb246539a7de1cde8edf0ad5ecc3
https://doi.org/10.7712/120117.5507.17050
https://doi.org/10.7712/120117.5507.17050
Autor:
Matjaž Dolšek, Francesca Celano
Publikováno v:
Engineering Structures
Engineering structures, vol. 204, no. 110019, pp. 1-14, 2020.
Engineering structures, vol. 204, no. 110019, pp. 1-14, 2020.
A simplified risk-targeted decision model for the verification of the seismic performance of infrastructure components to the operational limit state is presented. It assumes linearity between the intensity measure and the engineering demand paramete
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e47251fbfd5acb9578c8afd219c05e4f