Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Federica Tubino"'
Publikováno v:
Applied Sciences, Vol 13, Iss 20, p 11440 (2023)
This study examines the maximum alongwind dynamic response of slender vertical structures subjected to thunderstorms, comparing the induced maximum response with the one induced via synoptic events. Two real structures are considered as case studies:
Externí odkaz:
https://doaj.org/article/a9b2d5e24841456e8cfe905dd0d19453
Publikováno v:
Applied Sciences, Vol 13, Iss 14, p 8064 (2023)
Thunderstorms have different features in comparison with synoptic events, including a typical nose-shaped mean wind speed profile and non-stationary characteristics in time intervals from 10 min to 1 h. The simulation of thunderstorms in traditional
Externí odkaz:
https://doaj.org/article/4634dae161324489a0635230eb9453dc
Publikováno v:
Buildings, Vol 12, Iss 6, p 732 (2022)
Experimental and numerical studies for the structural and vibration serviceability assessment of a historic suspension footbridge adopting non-invasive surveys and low-cost equipment are presented. Field surveys have been carried out to determine geo
Externí odkaz:
https://doaj.org/article/72665caf63fb490695d972f0e130b03d
Publikováno v:
Applied Sciences; Volume 13; Issue 14; Pages: 8064
Thunderstorms have different features in comparison with synoptic events, including a typical nose-shaped mean wind speed profile and non-stationary characteristics in time intervals from 10 min to 1 h. The simulation of thunderstorms in traditional
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=multidiscipl::06184d83de4ba16ae0b44401cc03e46e
Autor:
Elyas Bayat, Federica Tubino
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030932350
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::092d54e9196f9fec7aa062794d258f07
https://doi.org/10.1007/978-3-030-93236-7_13
https://doi.org/10.1007/978-3-030-93236-7_13
Autor:
Fiammetta Venuti, Federica Tubino
Publikováno v:
Structure and Infrastructure Engineering. 17:1431-1445
Despite extensive research in the field of human-induced vibration in the last twenty years, there is still lack of reliable load and response models to assess vibration serviceability of footbridg...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::510454927c94dcd16829e9975e02ac4d
https://doi.org/10.1080/15732479.2021.1897630
https://doi.org/10.1080/15732479.2021.1897630
Publikováno v:
Structure and Infrastructure Engineering. 16:123-137
This paper discusses the serviceability assessment of footbridges considering the uncertainties in definition of their structural and loading parameters. Application of the Taylor Series Expansion ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6139257bf9d252a1e7a8dd670a24586f
https://doi.org/10.1080/15732479.2019.1618879
https://doi.org/10.1080/15732479.2019.1618879