Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Carla Ceraldi"'
Autor:
Andrea Prota, Martino Zito, Danilo D’Angela, Giuseppe Toscano, Carla Ceraldi, Antimo Fiorillo, Gennaro Magliulo
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
The seismic response of freestanding elements is typically extremely critical, and this is associated with a high seismic risk in the case of museum objects and artefacts. This paper reports the preliminary results of an experimental testing campaign
Externí odkaz:
https://doaj.org/article/992bab85836543f2b4ee552e3069af69
Publikováno v:
Materials, Vol 14, Iss 13, p 3445 (2021)
Here, we consider the free vibration of a tapered beam modeling nonuniform single-walled carbon nanotubes, i.e., nanocones. The beam is clamped at one end and elastically restrained at the other, where a concentrated mass is also located. The equatio
Externí odkaz:
https://doaj.org/article/399e8e9ae2e0459da0a6b52efacbf060
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:
Andrea Prota, Martino Zito, Danilo D’Angela, Giuseppe Toscano, Carla Ceraldi, Antimo Fiorillo, Gennaro Magliulo
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031211867
The seismic risk associated with the freestanding elements can be high, especially if they are housed within critical buildings (e.g., hospitals and nuclear plants) or have historical/cultural significance (e.g., museum objects or artifacts). In many
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ab3840a01b6f783ae5a5e899112c26af
https://doi.org/10.1007/978-3-031-21187-4_72
https://doi.org/10.1007/978-3-031-21187-4_72
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
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
Increasing interest has recently been devoted to interlocking blocks/interfaces capable to enhance the sliding resistance of masonry joints to external forces. In this framework, this paper deals with the assessment of the torsion-shear capacity of t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::76b22608b484818918236c9c9cbada32
https://doi.org/10.21203/rs.3.rs-296134/v1
https://doi.org/10.21203/rs.3.rs-296134/v1
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).
Autor:
Maria Lippiello, Carla Ceraldi, Antonio Sandoli, Claudio D'Ambra, Andrea Prota, Bruno Calderoni
Typically, panel-to-panel and panel-to-foundation connection zones in Cross-Laminated Timber (CLT) walls consist of steel-to-timber mechanical connections (hold-downs and angle-brackets) and timber-to-timber contact. While hold-downs and angle bracke
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::79a8cefcf23f0eff9b45d661311056c3
http://hdl.handle.net/11588/895218
http://hdl.handle.net/11588/895218