Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Raffaele Nudo"'
Autor:
Vieri Cardinali, Marco Tanganelli, Raffaele Nudo, Barbara Paoletti, Maria Teresa De Cristofaro, Maurizio Ferrini
Publikováno v:
International Journal of Architectural Heritage. 16:839-864
The seismic vulnerability assessment of masonry building aggregates involves different variables, many of which are of uncertain evaluation. To this aim, in this paper, a holistic multiscale approa...
Autor:
Barbara Paoletti, Maurizio Ferrini, Maria Teresa De Cristofaro, Vieri Cardinali, Raffaele Nudo, Marco Tanganelli
Publikováno v:
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XLIV-M-1-2020, Pp 667-674 (2020)
The seismic vulnerability of masonry building aggregates is very difficult to determine, since it is affected by many uncertainties. The most uncertain quantities concern the historical periodization of structural aggregates. Moreover, the studies ma
Autor:
Maria Teresa De Cristofaro, Marco Tanganelli, Mario De Stefano, Angelo D'Ambrisi, Francesco Focacci, Gianfranco Stipo, Raffaele Nudo
Publikováno v:
Scopus-Elsevier
Autor:
Mario De Stefano, Raffaele Nudo, Marco Tanganelli, Angelo D'Ambrisi, Maria Teresa De Cristofaro, Raffaele Pucinotti
Publikováno v:
Structural Concrete. 19:795-805
Autor:
Antonino Maria Marra, A.G. Ayala, M. De Stefano, Gianfranco Stipo, Valerio Alecci, Raffaele Nudo
Publikováno v:
Construction and Building Materials. 285:122912
The formulas provided by the standards or available in the literature for the calculation of the elastic modulus don’t consider many variables that influence the results of flat jack tests such as, first of all, the influence of the wall thickness.
Autor:
Raffaele Nudo, Andrea Acciai, Luciano Feo, Mario De Stefano, Angelo D'Ambrisi, Francesco Focacci
Publikováno v:
Composites Part B: Engineering. 89:397-407
FRP reinforcement is well known as a possible alternative to steel bars in order to improve durability of reinforced concrete members. However, the intrinsic brittleness of concrete and FRP materials may induce problems at the ultimate conditions due
Mechanical characterization of concrete is an important step in the knowledge process aimed at assessing RC existing buildings. In particular, concerning structural response of an existing building subject to severe actions, such as the seismic ones,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2d1418135db2f939bfd4bc783e7d690f
http://hdl.handle.net/2158/1151552
http://hdl.handle.net/2158/1151552
Autor:
Raimondo Luciano, Mario De Stefano, Francesco Capani, Francesco Focacci, Raffaele Nudo, Rosa Penna, Angelo D'Ambrisi
This paper deals with the experimental results of an investigation aimed at studying cyclic response of half scaled RC specimens previously damaged and then repaired with externally bonded carbon fiber reinforced polymer sheets. The research involved
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bd668a7a726c21c75ea1ffd7c60761fc
http://hdl.handle.net/2158/1074195
http://hdl.handle.net/2158/1074195
Autor:
Diego Gaudino, Carlo Greco, Francesco Cellini, G. Stimato, Marzia Ciresa, Raffaele Nudo, Sara Ramella, Rolando Maria D'Angelillo, Michele Fiore, Lucio Trodella
Publikováno v:
Web of Science
Europe PubMed Central
Scopus-Elsevier
Europe PubMed Central
Scopus-Elsevier
Gastrointestinal stromal tumors (GISTs) are the most common mesenchymal neoplasms of the gastrointestinal tract. The main treatment for localized gastrointestinal stromal tumors is surgical resection. These tumors respond poorly to conventional cytot
Autor:
Raffaele Nudo
Publikováno v:
Proceedings e report ISBN: 9788866550693
This book is a collection of the academic contributions presented at the conference entitled "Lessons from earthquakes: sources of vulnerability, new design strategies and regulatory developments" which was held at Chianciano Terme on 8 October 2010.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e57fa475b7cba4faf30dfd423a992af6
https://doi.org/10.36253/978-88-6655-072-3
https://doi.org/10.36253/978-88-6655-072-3