Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Simone Tiberti"'
Autor:
Gabriel Stockdale, Simone Tiberti, Daniela Camilletti, Gessica Sferrazza Papa, Ahmad Basshofi Habieb, Elisa Bertolesi, Gabriele Milani, Siro Casolo
Publikováno v:
SoftwareX, Vol 7, Iss , Pp 174-179 (2018)
Masonry arches and their typical failure do not fall elegantly into standard design and analysis methods. The system is highly dependent on geometry and failure is dominated by mechanization, not material strength. Focusing directly on the mechanized
Externí odkaz:
https://doaj.org/article/050b1653826f4c4cb251cfc25e58f704
Autor:
Sarim Ather, Deborah King, Simone Tiberti, Amar Gandhi, M Belci, Joseph Papanikitas, R J Hughes, Talia Hubble, Luis Lopez de Heredria, Thomas Meagher, David McKean, Sarah Yanny
Publikováno v:
Spinal Cord. 59:635-641
Study design Prospective observational study. Objective To evaluate pelvic MRI muscle signal changes and their association with early heterotopic ossification (HO) in patients with spinal cord injuries. Setting National Spinal Injuries Unit, Stoke Ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b18d48af9fe6fe6f5588a8eacb5ceda
https://doi.org/10.1038/s41393-020-00539-8
https://doi.org/10.1038/s41393-020-00539-8
Publikováno v:
Key Engineering Materials. 817:634-641
In the framework of the Mediterranean cultural heritage, the term “fictile tubule” identifies a peculiar type of brick, characterized by a cylindrical shape and a hollow core. Its unique geometry and characteristics rank it among the first hollow
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddf70aa61d114c6463da65ccf37bbe1e
https://doi.org/10.4028/www.scientific.net/kem.817.634
https://doi.org/10.4028/www.scientific.net/kem.817.634
Autor:
Gabriele Milani, Simone Tiberti
Publikováno v:
Computers & Structures. 219:16-57
This paper presents a novel and straightforward procedure for the derivation of homogenized failure surfaces for non-periodic masonry. The most innovative feature of this procedure is the automatic generation of a convenient finite element mesh direc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::96f3c2d7b1dac1ad6b79677eb253b28d
https://doi.org/10.1016/j.compstruc.2019.04.002
https://doi.org/10.1016/j.compstruc.2019.04.002
Publikováno v:
Construction and Building Materials. 193:84-96
The historical centres of many Italian cities are integral parts of the Country’s cultural heritage, and guaranteeing their conservation over time is paramount. Many constructions are characterised by building techniques that are not well-known and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e5abe04b884ac598b29a877be6fe101c
https://doi.org/10.1016/j.conbuildmat.2018.10.156
https://doi.org/10.1016/j.conbuildmat.2018.10.156
This work presents an investigation on the in-plane behavior of a masonry wall that is subjected to a ground settlement in its bottom-right corner. Three distinct modeling strategies are here employed: the first two are the traditional heterogeneous
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1af82547f7712487d301f8947c917d7e
http://hdl.handle.net/11311/1194029
http://hdl.handle.net/11311/1194029
The paper addresses the failure analysis under horizontal loads of the most ancient body of the National Palace of Sintra, Portugal: the Bonet building. This is a URM construction built on top of Arabic foundations during the reign of King Denis of P
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e815d49af7660555db59762e73e2110b
http://hdl.handle.net/11311/1156797
http://hdl.handle.net/11311/1156797
In this paper, a simple and fast 3D CAD approach to estimate the seismic vulnerability of existing masonry toweers is presented. The procedure consists in a 3D detailed geometric model of the tower made in CAD, where the structure is obtained by mean
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::89275095de7f06cdd1f4e93e0cd45261
http://hdl.handle.net/11311/1158109
http://hdl.handle.net/11311/1158109
Autor:
Simone Tiberti, Gabriele Milani
Publikováno v:
Developments and Novel Approaches in Nonlinear Solid Body Mechanics ISBN: 9783030504595
This paper presents a MATLAB-based procedure for the derivation of out-of-plane homogenized failure surfaces for masonry elements. The procedure follows a so-called “voxel approach” that allows the creation of a 3D finite element mesh directly fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::958c00475b90030af5f53f25a5e496fe
http://hdl.handle.net/11311/1156893
http://hdl.handle.net/11311/1156893