Zobrazeno 1 - 10
of 57
pro vyhledávání: '"Giosuè Boscato"'
Publikováno v:
Shock and Vibration, Vol 2019 (2019)
Externí odkaz:
https://doaj.org/article/ca1d7212b0d4489b800acd7fe749a3d2
Publikováno v:
Annals of Geophysics, Vol 57, Iss 6 (2015)
We show the preliminary seismic monitoring of a historical church in L’Aquila (central Italy), which was strongly damaged by the 2009 seismic sequence. This structure, S. Maria del Suffragio church, suffered the collapse of a great part of the dome
Externí odkaz:
https://doaj.org/article/fb75bb2d6b0b47d2aea4b88f04c25219
Autor:
Claudia Brito de Carvalho Bello, Daniele Baraldi, Giosuè Boscato, Antonella Cecchi, Carlo Rebucci, Dario Trabucco
Publikováno v:
Advanced Engineering Forum. 47:3-9
This is a preliminary study to assess the mechanical behavior of an elevator car frame made of steel components, through dynamic identification. Final element models considering different restraint conditions on element nodes are taken into account t
The apparent monolithic behaviour of multi-leaf walls is compromised by the discontinuity planes that the load transfer mechanisms generate for the following reasons: i) difference between mechanical characteristics of layers; ii) lack or weakness of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cf74757814c86cdfd94d4668171d7764
Autor:
Jacopo Baldelli, Daniele Baraldi, Giosuè Boscato, Antonella Cecchi, Claudia Brito de Carvalho Bello, Mattia Boscolo Zemelo, Nandini Priya Thatikonda
The innovative sustainable technology based on natural fabric-reinforced cementitious matrix (NFRCM) is analyzed for strengthening masonry. A new frontier for composite materials is proposed as an alternative to well-known traditional technologies us
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b3ef05dacd24e147d7316d4d75deb57d
Publikováno v:
WIT Transactions on The Built Environment.
Autor:
Emilio Meroi, Antonella Cecchi, Lorenzo Massaria, Giosuè Boscato, Vincenzo Scafuri, Giorgio Costantini, Claudia Brito de Carvalho Bello, Daniele Baraldi, Ivano Aldreghetti, Italo Tofani, Olimpia Mazzarella
Publikováno v:
Key Engineering Materials. 817:44-49
The shear behavior of masonry strengthened with natural fabric-reinforced cementitious matrix (NFRCM-strengthened masonry) is investigated through two different numerical models: a multi-layer model considering masonry and reinforcement as different
Autor:
Claudia Brito de Carvalho Bello, Antonella Cecchi, Daniele Baraldi, Emanuele Reccia, Giosuè Boscato
Publikováno v:
Key Engineering Materials. 817:229-235
In this work the behavior of masonry arches, without reinforcement and with partial reinforcement, is investigated by means of three different numerical models. The first one is a Discrete Element model based on rigid blocks, and elastic-plastic inte
In this paper, a methodology for the detection and localization of damages in composite pultruded members is proposed. This is particularly relevant to thin-walled pultruded members, which are typically characterized by orthotropic behavior, anisotro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c9653e717071ae8ad2c0d3be8a0eedc
http://hdl.handle.net/11578/315098
http://hdl.handle.net/11578/315098
The process of manufacturing pultruded FRP (Fiber Reinforced Polymers) profiles involves unavoidable imperfections that affect their structural performances. This is is even more relevant for the stability of axially loaded slender elements, due to t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::98bc8b6dca9a44641c7d122536419ee1
http://hdl.handle.net/11583/2849008
http://hdl.handle.net/11583/2849008