Zobrazeno 1 - 10
of 114
pro vyhledávání: '"Antonella Cecchi"'
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
In this work, a refined rigid block model is proposed for studying the in-plane behavior of regular masonry. The rigid block model is based on an existing discrete/rigid model with rigid blocks and elastoplastic interfaces that already proven its eff
Externí odkaz:
https://doaj.org/article/22ea1bbf26ec4597877d21d3d63b8d12
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::182ec218369e78cdfc6c90f2fe08c442
https://doi.org/10.4028/p-a5mfn4
https://doi.org/10.4028/p-a5mfn4
Publikováno v:
Shock and Vibration, Vol 2019 (2019)
Externí odkaz:
https://doaj.org/article/ca1d7212b0d4489b800acd7fe749a3d2
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
Publikováno v:
RILEM Bookseries ISBN: 9783030765507
Jute fibers have been studied for their numerous properties and, recently, much attention has been paid to the possibility of using them as reinforcing materialin cement based matrices for structural engineering applications. In the context ofstructu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::608532441ed8a7356b98bae2265fdd0c
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
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2047269df8790eb6658d0c0580dd7718
https://doi.org/10.4028/www.scientific.net/kem.817.44
https://doi.org/10.4028/www.scientific.net/kem.817.44
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6b54d3d35624e3a4bbc658e2d18de15a
https://doi.org/10.4028/www.scientific.net/kem.817.229
https://doi.org/10.4028/www.scientific.net/kem.817.229
Autor:
Daniele Baraldi, Claudia Brito de Carvalho Bello, Emilio Meroi, Emanuele Reccia, Antonella Cecchi
Publikováno v:
Composites: Mechanics, Computations, Applications: An International Journal. 10:253-272
Non-linear behaviour of masonry panels is a topic of great interest in civil engineering and architecture fields. Several numerical approaches may be found in literature. Here, three different models are presented and compared to investigate non-line
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::186867d26abd04047c5c5c8d9cf81ae1
https://doi.org/10.1615/compmechcomputapplintj.2019026998
https://doi.org/10.1615/compmechcomputapplintj.2019026998
This paper presents the newly developed Mechanics of structure genome (MSG) technique as an alternative for homogenizing masonry without reinforcement or reinforced by the FRP repointing technique. In the numerical examples analyzed, the results obta
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1c0f7f289e2021dfd8c6d96da8f89ce2
http://hdl.handle.net/11578/302078
http://hdl.handle.net/11578/302078