Zobrazeno 1 - 10
of 96
pro vyhledávání: '"Elide Nastri"'
Publikováno v:
Applied Sciences, Vol 14, Iss 7, p 2770 (2024)
Parametric Finite Element (FE) simulations were performed to investigate the ultimate flexural of different configurations of friction steel beam-to-column joints equipped with FREEDAM (free from damage) dampers. The main aim of this study was to com
Externí odkaz:
https://doaj.org/article/c96327f79f054c5d9ca90128d84e57ac
Autor:
Emanuela De Feo, Elide Nastri
Publikováno v:
Disegnare con, Vol 15, Iss 29, Pp 1-14 (2022)
The use of drones in the field of cultural heritage is increasing thanks to the possibility offered by these tools to acquire, information on those parts of the buildings that are difficult or impossible to access, so they can be a valid tool to supp
Externí odkaz:
https://doaj.org/article/adcdcc16f18c42348e956d67acf2bd34
Publikováno v:
Applied Sciences, Vol 14, Iss 3, p 1037 (2024)
The main aim of this work is to validate the application of a simplified performance-based method for assessing the seismic performance of steel buildings, focusing particularly on Moment Resisting Frames (MRFs) through nonlinear analyses. This simpl
Externí odkaz:
https://doaj.org/article/27bf2e1a694641b3829a462a9e33d27b
Publikováno v:
Applied Sciences, Vol 13, Iss 3, p 1663 (2023)
This work aims to provide an effective structural solution, minimizing the discomfort during the works’ execution, for how to retrofit the Day-Hospital building of the National Cancer Institute “G. Pascale Foundation” in Naples. The structural
Externí odkaz:
https://doaj.org/article/6db4b87e849b4dbe9e2cf5896e5b83bc
Autor:
Elide Nastri, Paolo Todisco
Publikováno v:
Buildings, Vol 12, Iss 8, p 1245 (2022)
Sometimes it is difficult to choose the most appropriate failure criterion for the problem analyzed. For brittle materials, attention must be paid to the availability of experimental data and the calibration of the representative parameters, within t
Externí odkaz:
https://doaj.org/article/793fc6bf8a7d470c9beb01dbc159aea7
Publikováno v:
Metals, Vol 12, Iss 6, p 1002 (2022)
The seismic events that occurred in the last decades have highlighted the importance of a correct design of the structures in seismic areas and the seismic inadequacy of a large part of the built heritage. Modern codes are still lacking in terms of p
Externí odkaz:
https://doaj.org/article/92eb5d3750b9453faf713c5db3b97c74
Publikováno v:
Applied Sciences, Vol 11, Iss 6, p 2594 (2021)
The capacity of a structure can be assessed using inelastic analysis, requiring sophisticated numerical procedures such as pushover and incremental dynamic analyses. A simplified method for the evaluation of the seismic performance of steel moment re
Externí odkaz:
https://doaj.org/article/63e11cfa359d4790babe9a5a5aa10501
Publikováno v:
Buildings, Vol 9, Iss 11, p 231 (2019)
The force distribution proposed by codes, which in many cases is framed in the equivalent static force procedure, likely leads to design structures with non-uniform drift distribution in terms of inter-storey drift and ductility demands. This can lea
Externí odkaz:
https://doaj.org/article/cab7506377984d54affc65152c7dc2b4
Autor:
Elena Elettore, Sabatino Di Benedetto, Antonella Bianca Francavilla, Massimo Latour, Rosario Montuori, Elide Nastri, Vincenzo Piluso, Gianvittorio Rizzano, Mario D'Aniello, Raffaele Landolfo, Roberto Tartaglia, Fabio Freddi
Publikováno v:
Procedia Structural Integrity. 44:1917-1924
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::687f0649095f0add7fc66baa5567430b
https://doi.org/10.1016/j.prostr.2023.01.245
https://doi.org/10.1016/j.prostr.2023.01.245
The paper proposes a new methodology for the control of residual displacements in multi-storey steel structure frames. The work starts from the validation and extension of a mechanical model based on single degree of freedom systems, already proposed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe87d2a6fb797835729dd5cb777b6d8e
https://doi.org/10.21203/rs.3.rs-2458361/v1
https://doi.org/10.21203/rs.3.rs-2458361/v1
