Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Paolo Todisco"'
Publikováno v:
Applied Sciences, Vol 14, Iss 7, p 2770 (2024)
Parametric Finite Element (FE) simulations were performed to investigate the ultimate flexural of different configurations of friction steel beam-to-column joints equipped with FREEDAM (free from damage) dampers. The main aim of this study was to com
Externí odkaz:
https://doaj.org/article/c96327f79f054c5d9ca90128d84e57ac
Publikováno v:
Applied Sciences, Vol 14, Iss 3, p 1037 (2024)
The main aim of this work is to validate the application of a simplified performance-based method for assessing the seismic performance of steel buildings, focusing particularly on Moment Resisting Frames (MRFs) through nonlinear analyses. This simpl
Externí odkaz:
https://doaj.org/article/27bf2e1a694641b3829a462a9e33d27b
Autor:
Elide Nastri, Paolo Todisco
Publikováno v:
Buildings, Vol 12, Iss 8, p 1245 (2022)
Sometimes it is difficult to choose the most appropriate failure criterion for the problem analyzed. For brittle materials, attention must be paid to the availability of experimental data and the calibration of the representative parameters, within t
Externí odkaz:
https://doaj.org/article/793fc6bf8a7d470c9beb01dbc159aea7
Publikováno v:
Metals, Vol 12, Iss 6, p 1002 (2022)
The seismic events that occurred in the last decades have highlighted the importance of a correct design of the structures in seismic areas and the seismic inadequacy of a large part of the built heritage. Modern codes are still lacking in terms of p
Externí odkaz:
https://doaj.org/article/92eb5d3750b9453faf713c5db3b97c74
Publikováno v:
Journal of Composites Science, Vol 6, Iss 2, p 62 (2022)
The capacity of a structure can be assessed using inelastic analyses, requiring sophisticated numerical procedures such as pushover and incremental dynamic analyses. A simplified method for the evaluation of the seismic performance of steel Concentri
Externí odkaz:
https://doaj.org/article/d6179bc46f974b91bda59e279d59f942
Publikováno v:
Applied Sciences, Vol 11, Iss 6, p 2594 (2021)
The capacity of a structure can be assessed using inelastic analysis, requiring sophisticated numerical procedures such as pushover and incremental dynamic analyses. A simplified method for the evaluation of the seismic performance of steel moment re
Externí odkaz:
https://doaj.org/article/63e11cfa359d4790babe9a5a5aa10501
Publikováno v:
ce/papers. 4:2335-2340
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6854cdd6aace4f6980a04c8247aaa651
https://doi.org/10.1002/cepa.1558
https://doi.org/10.1002/cepa.1558
Publikováno v:
Metals; Volume 12; Issue 6; Pages: 1002
The seismic events that occurred in the last decades have highlighted the importance of a correct design of the structures in seismic areas and the seismic inadequacy of a large part of the built heritage. Modern codes are still lacking in terms of p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::929990bce6e342563b72513828401b17
Publikováno v:
Engineering Structures. 283:115927
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5fcaa167b11af82a2cd2fc333627ffe
https://doi.org/10.1016/j.engstruct.2023.115927
https://doi.org/10.1016/j.engstruct.2023.115927
