Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Antonio Sandoli"'
Publikováno v:
Applied Sciences, Vol 13, Iss 16, p 9113 (2023)
This paper presents a contribution to reviewing the most common seismic design procedures of CLT buildings and their implications on structural features and technological solutions. Attention is particularly focused on the overall seismic performance
Externí odkaz:
https://doaj.org/article/2ce3d198d3e1416c828e2ab888f942bf
Publikováno v:
Buildings, Vol 13, Iss 2, p 562 (2023)
The structural and seismic fragility assessment of minor historical centers of the Inner Peripheries of Italy is a key phase of the preservation process of the historical and cultural features of a portion of the Italian building stock, whose reuse i
Externí odkaz:
https://doaj.org/article/6eb059fc75944f08b54a705b75db7d8c
Publikováno v:
Applied Sciences, Vol 11, Iss 5, p 2078 (2021)
Cross-laminated timber (CLT) buildings are recognized as a robust alternative to heavyweight constructions, because beneficial for seismic resistance and environmental sustainability, more than other construction materials. The lightness of material
Externí odkaz:
https://doaj.org/article/594687151a7a444f92399714c2ea77f3
Autor:
Antonio Sandoli, Bruno Calderoni
Publikováno v:
Buildings, Vol 10, Iss 3, p 42 (2020)
This paper deals with the influence of the rolling shear deformation on the flexural behavior of CLT (Cross-Laminated Timber) panels. The morphological configuration of the panels, which consist of orthogonal overlapped layers of boards, led to a par
Externí odkaz:
https://doaj.org/article/b4451e59c1a14ea28ad312cb8ef89bef
This paper investigates the feasibility of employing timber pegged joints in modern seismic-resistant structures or for retrofitting existing structures. The behavior of timber pegged connections has been investigated for about twenty years, but seis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c8b2f653239dbb654be8ef8e782650bc
https://hdl.handle.net/11695/117587
https://hdl.handle.net/11695/117587
Publikováno v:
Structures. 32:532-547
Seismic capacity assessment of existing buildings is of paramount importance for mitigating the seismic risk in earthquake-prone areas. In Europe, the next version of Eurocode 8 and the current version of the Italian standards suggest the adoption of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e900cb2c86a421e3ed26c4583b8375dd
https://doi.org/10.1016/j.istruc.2021.03.021
https://doi.org/10.1016/j.istruc.2021.03.021
Autor:
Beatrice Faggiano, Antonio Sandoli, Giacomo Iovane, Massimo Fragiacomo, Chiara Bedon, Alessandra Gubana, Carla Ceraldi, Maurizio Follesa, Natalino Gattesco, Costantino Giubileo, Marco Pio Lauriola, Stefano Podestà, Bruno Calderoni
In 2007 the Italian National Research Council published the technical document CNR-DT 206/2007 “Instructions for the design, execution and control of timber structures”, with the purpose to provide a technical support to the operators of the sect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::33349333d561b22d46bdae6cf8004849
http://hdl.handle.net/11368/3005753
http://hdl.handle.net/11368/3005753
Experimental tests proved that the external confinement of masonry columns through Fiber-Reinforced Polymers (FRP) induces increment of axial strength and ductility. Contrary to FRP-confined concrete, for which reliable unified theoretical stress-str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2f58d9f914f03e8d6b59072a814f566c
http://hdl.handle.net/11588/881897
http://hdl.handle.net/11588/881897
In restoring ancient timber structures, employing traditional connections would be advisable with the aim of minimal modification of the overall structural behaviour. Moreover, instead of steel connectors or adhesive resins and rods, commonly used in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::039d765c17b01576d0bd4ed01453d2aa
https://hdl.handle.net/11695/117601
https://hdl.handle.net/11695/117601
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3c3dfc548d65a00531fdfce71f13a0a
https://doi.org/10.7712/120121.8635.18821
https://doi.org/10.7712/120121.8635.18821