Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Fiammetta Venuti"'
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, Vol 11, Iss 19, p 9024 (2021)
Modern footbridges are often lively structures, characterized by natural frequencies that fall in the range of pedestrian activities, such as walking, running, and jumping. Therefore, serviceability assessment under human-induced excitation is crucia
Externí odkaz:
https://doaj.org/article/3ce3694281c543c6b0804b2adfae97b8
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:
Nexus Network Journal. 22:1237-1258
Masonry vaults are able to withstand their dead load and external forces thanks to their curved surface, therefore geometry plays a major role in their structural behaviour. Besides the well-known effects of the macro-geometry (overall shape and dime
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::94fb4ecfe6df6467c13756438991df84
https://doi.org/10.1007/s00004-020-00499-9
https://doi.org/10.1007/s00004-020-00499-9
Publikováno v:
Construction and Building Materials. 368:130434
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e8bd5abff697af43fb9b7cb93346e7fb
https://doi.org/10.1016/j.conbuildmat.2023.130434
https://doi.org/10.1016/j.conbuildmat.2023.130434
Compared to simple masonry walls, numerical modelling of masonry vaulted structures is particularly complex due to their three-dimensional curved geometry and articulated masonry pattern. Moreover,...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ed83e3b59a4b99d2a38f00ff5182fde6
http://hdl.handle.net/11583/2845494
http://hdl.handle.net/11583/2845494
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eac3c21fe56f99c3e63b0e27ef623ae0
http://hdl.handle.net/11583/2950061
http://hdl.handle.net/11583/2950061
Publikováno v:
Applied Sciences, Vol 11, Iss 9024, p 9024 (2021)
Applied Sciences; Volume 11; Issue 19; Pages: 9024
Applied Sciences; Volume 11; Issue 19; Pages: 9024
Modern footbridges are often lively structures, characterized by natural frequencies that fall in the range of pedestrian activities, such as walking, running, and jumping. Therefore, serviceability assessment under human-induced excitation is crucia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d511358fc9feac510ebcd31e45610860
https://doi.org/10.3390/app11199024
https://doi.org/10.3390/app11199024
Publikováno v:
Journal of Sound and Vibration, 379, 245-263. Academic Press Inc.
After 15 years of active research on the interaction between moving people and civil engineering structures, there is still a lack of reliable models and adequate design guidelines pertinent to vibration serviceability of footbridges due to multiple
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ac73a87a564cb778ba65a8d27355c516
https://doi.org/10.1016/j.jsv.2016.05.047
https://doi.org/10.1016/j.jsv.2016.05.047
Effects of the Equivalent Geometric Nodal Imperfections on the stability of single layer grid shells
Publikováno v:
Engineering Structures. 112:184-199
The present paper discusses the sensitivity of the global and local stability of a hybrid single layer grid shell to a set of Equivalent Geometric Nodal Imperfections representative of the actual structural and construction imperfections. Since imper
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e03cc2bbb5c038baea1b8757b7ddeab1
https://doi.org/10.1016/j.engstruct.2016.01.017
https://doi.org/10.1016/j.engstruct.2016.01.017