Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Marian Stănescu Răzvan"'
Publikováno v:
Romanian Journal of Transport Infrastructure, Vol 13, Iss 1, Pp 1-16 (2024)
The interest on the dynamic behavior of railway bridges has grown in recent years due to the emergence of high-speed trains that induce a significant dynamic effect. A correct understanding of the dynamic behavior of a railway bridge is essential, as
Externí odkaz:
https://doaj.org/article/598ce3739327457689761d0f483c442e
Publikováno v:
Romanian Journal of Transport Infrastructure, Vol 7, Iss 2, Pp 77-90 (2018)
For new railway bridges with small spans (L ≤ 35.00 m) superstructures with steel beams embedded in concrete are recommended and used, which can ensure the requirements of strength and especially stiffness, regardless of velocity.
Externí odkaz:
https://doaj.org/article/66a3d4950f31416e89d2122db8e95c0f
Autor:
Marian Stănescu Răzvan
Publikováno v:
Romanian Journal of Transport Infrastructure, Vol 7, Iss 1, Pp 64-76 (2018)
For new railway bridges with short spans (L ≤ 35.00 m) superstructures with steel beams embedded in concrete are recommended or used, which can ensure the requirements of strength and stiffness in particular, regardless of velocity. They are built
Externí odkaz:
https://doaj.org/article/1d402fc4a1ee49ef9fc977e1d714c140
Autor:
Marian Stănescu Răzvan
Publikováno v:
Mathematical Modelling in Civil Engineering, Vol 12, Iss 2, Pp 27-37 (2016)
The article presents a comparative study between the simplified method calculation proposed by the prescriptions of design codes and the analysis with the FEM program LUSAS [1], regarding the influence of the curvature of the track axis at railway br
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e2b525f01dd0dc6f052ca41e4422412e
https://doaj.org/article/4f99b875e02544eab7ee872db524039f
https://doaj.org/article/4f99b875e02544eab7ee872db524039f