Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Rosalba Ferrari"'
Publikováno v:
Infrastructures, Vol 7, Iss 5, p 74 (2022)
The paper is part of a case study concerning the structural assessment of a historical infrastructure in the local territory, a road three-span reinforced concrete arch bridge over a river, built by the end of World War I (1917). The purpose of the p
Externí odkaz:
https://doaj.org/article/5d05891a5063456794376be56b199aa2
Publikováno v:
Journal of Civil Structural Health Monitoring, 11 (5)
Due to the increasing quest of adopting low-cost sensors in structural health monitoring (SHM) processes, which may lead to detecting signals contaminated by significant levels of noise, the need to devise appropriate and effective denoising strategi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::31c2a4d05912ae69d03fedcbcbb3875d
https://hdl.handle.net/20.500.11850/497405
https://hdl.handle.net/20.500.11850/497405
The present work outlines an original numerical modelization approach for Moving Load (ML) beam problems, by a dedicated object-oriented C++ parallel computing FEM implementation, with the purposes of performing efficient numerical analyses resolving
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2c94c99ef14f81326832834e5e7bade2
http://hdl.handle.net/10446/173270
http://hdl.handle.net/10446/173270
Publikováno v:
Reconstruction and Restoration of Architectural Heritage 2021 ISBN: 9781003136804
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1cb0460541b95365fd52286c5f24f80f
http://hdl.handle.net/10446/205700
http://hdl.handle.net/10446/205700
In this paper, a self-implemented model updating global optimization procedure is successfully applied to a remarkable case study concerning a historic centennial Reinforced Concrete (RC) bridge with parabolic arches, based on recorded experimental v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ddaa403c32a0ada43502cbdc5f0ba2af
http://hdl.handle.net/10446/131993
http://hdl.handle.net/10446/131993
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Vibration-based Structural Health Monitoring (SHM) is receiving increasing attention due to the high technological level that the developed methodologies are nowadays reaching, together with the increasing quest for the implementation of effective, b
This work gathers the outcomes of a comprehensive case study concerning a reference structural investigation on the bridge at Paderno d’Adda, a monumental arch iron viaduct completed in 1889, situa...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a113567155bde5cc7302effc2df07400
http://hdl.handle.net/11311/1125306
http://hdl.handle.net/11311/1125306
Publikováno v:
Engineering Structures. 225:111241
The present work outlines a computational approach, based on the so-called Finite Analytic Method (FAM), to deal with second-order effects in the structural analysis of tapered members accounting for geometrical nonlinearity by using only one element
Publikováno v:
International Journal of Computational Methods. 17:1940020
Two new computational algorithms for the Limit Analysis (LA) of large-scale 3D truss-frame structures recently proposed by the authors are reconsidered and adapted for a comparison prediction of the elastoplastic response of a strategic beautiful his
A former algorithm of Limit Analysis (LA) at the continuum mechanics scale by a kinematic, upper-bound approach is here re-interpreted in the realm of LA of large-scale 3D truss-frame structures and effectively implemented toward fast and convenient
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3429fb69f4b78e3a226967c567762bd2
http://hdl.handle.net/10446/116216
http://hdl.handle.net/10446/116216