Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Pietro Crespi"'
Publikováno v:
Applied Sciences, Vol 12, Iss 21, p 11254 (2022)
Throughout the last few decades, the scientific community has paid great attention to the structural safety of historical masonry constructions, which have high vulnerability with respect to seismic activities. Masonry towers are very widespread in I
Externí odkaz:
https://doaj.org/article/4b3d71d0eead4baf9ee3825a88b06586
Publikováno v:
Applied Sciences, Vol 10, Iss 19, p 6727 (2020)
Post-installed systems for the anchorage of safety barriers to bridge corbels are widely used today thanks to their flexibility and easiness of installation. Because of commonly found in situ boundary constraints, however, the design requirements for
Externí odkaz:
https://doaj.org/article/4b6d3bff96834c8dbeb74910c4bf7aea
Publikováno v:
Infrastructures, Vol 5, Iss 6, p 52 (2020)
Over the last few decades, the attention on the safety of existing reinforced concrete (RC) structures has significantly increased. RC bridges, in particular, are highly relevant for strategic importance. In the Italian context, several of these brid
Externí odkaz:
https://doaj.org/article/9f6a0d85fac846018535514e70e9c519
Publikováno v:
Bulletin of Earthquake Engineering. 20:6813-6852
Recent Italian earthquakes have shown the seismic vulnerability of many typical historical masonry churches characterized by one nave and wooden roofs. Under transverse earthquake, the nave transverse response of this kind of churches can be influenc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7e76db8364018aa661c92c61b6606a4b
https://doi.org/10.1007/s10518-022-01468-y
https://doi.org/10.1007/s10518-022-01468-y
The repair of historical masonry columns damaged by earthquakes is a complex engineering procedure. In most cases, these elements support important vertical loads, and, for this reason, the repairi...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ee9fd14fbbbf6d2bad21745f1be83b3c
https://hdl.handle.net/11311/1167579
https://hdl.handle.net/11311/1167579
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4d8b2b9b56684cb23b35d4558f72689
https://doi.org/10.2139/ssrn.4172843
https://doi.org/10.2139/ssrn.4172843
Publikováno v:
Meccanica. 54:1597-1609
A new procedure for dealing with elastoplasticity during the time integration of multi degree of freedom (MDOF) structural problems in dynamics is developed and numerically implemented. It is shown here how the solution of MDOF elastic–plastic dyna
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b3c353b1383895e8f7deea7a6843c05e
https://doi.org/10.1007/s11012-019-01028-w
https://doi.org/10.1007/s11012-019-01028-w