Zobrazeno 1 - 10
of 176
pro vyhledávání: '"Vincenzo Piluso"'
Autor:
Vincenzo Piluso, Alessandro Pisapia
Publikováno v:
Buildings, Vol 14, Iss 7, p 1959 (2024)
In this study, a theoretical investigation is conducted on the local buckling resistance of aluminium Z-sections subjected to uniform compression. A method is developed based on the J2 deformation theory of plasticity (DTP) to calculate the critical
Externí odkaz:
https://doaj.org/article/69611b5fd4144ad093529ba68912efc8
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
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
Autor:
Vincenzo Piluso, Alessandro Pisapia
Publikováno v:
Engineering Proceedings, Vol 43, Iss 1, p 39 (2023)
The aim of this work was to study the ultimate behaviour of box-shaped aluminium members subjected to uniform compression. Eight stub column tests have been carried out at the University of Salerno. In particular, four box sections made of 6060 alumi
Externí odkaz:
https://doaj.org/article/5ae445621fad48a2bdb29548df177b45
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
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
Autor:
Sabatino Di Benedetto, Antonella Bianca Francavilla, Massimo Latour, Giovanni Ferrante Cavallaro, Vincenzo Piluso, Gianvittorio Rizzano
Publikováno v:
Symmetry, Vol 12, Iss 12, p 2091 (2020)
In the last few decades, increasing efforts have been devoted to the development of beam-to-column connections able to accommodate the local ductility demand dissipating, contemporaneously, the seismic input energy. Among the typologies proposed, the
Externí odkaz:
https://doaj.org/article/3b8430111e0c4287bf5cc89b9e3ec2a8
Autor:
Corrado Chisari, Claudio Guarnaccia, Nicola Lamberti, Vincenzo Piluso, Joseph Quartieri, Gianvittorio Rizzano
Publikováno v:
MATEC Web of Conferences, Vol 125, p 05014 (2017)
Assessment of existing structures by means of non-destructive techniques is an important research topic in modern engineering, because of its potential in estimating structural health status without introducing undesired damage. Among several recogni
Externí odkaz:
https://doaj.org/article/f567823768ac43569b2281d70ccb4a34
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