Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Cătălin Moga"'
Autor:
Alexandra Denisa Danciu, Ștefan I. Guțiu, Cătălin Moga, Mihai L. Dragomir, Mădălina Ciotlăuș, Vladimir Marusceac
Publikováno v:
Applied Sciences, Vol 13, Iss 19, p 10966 (2023)
The network arch bridge (NAB) is a new structural form of arch bridge that was devised 60 years ago by the Norwegian engineer Per Tveit, who is now prof. dr. docent emeritus at the University of Agder, Norway. The network arch is a tied-arch (also kn
Externí odkaz:
https://doaj.org/article/124fe69e8e9a4266a9cde7d18c654610
Publikováno v:
Bulletin of the Polytechnic Institute of Iași. Construction. Architecture Section. 67:105-117
The paper presents aspects related to the verification of the general stability of the bridge superstructures on circular arches with rigid vertical hangers, bridges of open-type or free-standing, without upper bracing. A numerical worked analysis is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc0c4a8684460dc2d51cfc91f5e19614
https://doi.org/10.2478/bipca-2021-0029
https://doi.org/10.2478/bipca-2021-0029
Publikováno v:
Romanian Journal of Transport Infrastructure. 10:1-16
The connections with end plates and bolts can be used in steel bridge structures, or joining the decking beams, which can lead to very simple and economical constructive solutions. The paper presents some theoretical aspects concerning the behavior a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98002e1e2940ee03c74f6233c9cc7055
https://doi.org/10.2478/rjti-2021-0009
https://doi.org/10.2478/rjti-2021-0009
Publikováno v:
Bulletin of the Polytechnic Institute of Iași. Construction. Architecture Section. 67:95-104
The phenomenon of shear lag refers to the increases of the bending stresses near the flange-to-web junctions, and the corresponding decreases in the flange stresses away from these junctions. In the plated structures with wide flanges, such as in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d605649ecbcf2458aa0fdf4aec8cd5d1
https://doi.org/10.2478/bipca-2021-0018
https://doi.org/10.2478/bipca-2021-0018
Publikováno v:
Bulletin of the Polytechnic Institute of Iași. Construction. Architecture Section. 67:67-79
The term of shear lag is related to the discrepancies between the approximate theory of the bending of beams and their real behaviour, and it refers to the increases of the bending stresses near the flange-to-web junctions, and the corresponding decr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dcb0d3029065fd9c7f0fa496fbec006d
https://doi.org/10.2478/bipca-2021-0006
https://doi.org/10.2478/bipca-2021-0006
Publikováno v:
Ovidius University Annals of Constanta - Series Civil Engineering. 22:23-31
The term of shear lag is related to the discrepancies between the approximate theory of the bending of beams and their real behaviour. It refers to the increases of the bending stresses near the flange-to-web junctions and the corresponding decreases
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de120290b67a9bf09e6823631c03d767
https://doi.org/10.2478/ouacsce-2020-0003
https://doi.org/10.2478/ouacsce-2020-0003
Publikováno v:
The 15th International Conference Interdisciplinarity in Engineering ISBN: 9783030938161
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::171d44be20798d47a4654f7c36acd31a
https://doi.org/10.1007/978-3-030-93817-8_12
https://doi.org/10.1007/978-3-030-93817-8_12
Publikováno v:
The 15th International Conference Interdisciplinarity in Engineering ISBN: 9783030938161
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dffe06fa50eeac9b8a0c9e9f696b29bd
https://doi.org/10.1007/978-3-030-93817-8_9
https://doi.org/10.1007/978-3-030-93817-8_9
Publikováno v:
Romanian Journal of Transport Infrastructure, Vol 8, Iss 2, Pp 58-72 (2019)
In this paper some aspects regarding the dynamic behavior of footbridge structures under traffic actions correlated with the people’s comfort are presented. The comfort criterion during footbridge passing depends of the frequencies and acceleration
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5cccc5d2d67ced9eca82782480d3e583
https://doaj.org/article/9aa565499c34458e8e5a2b40d27213fd
https://doaj.org/article/9aa565499c34458e8e5a2b40d27213fd
Publikováno v:
Procedia Engineering. 181:20-27
The paper presents aspects regarding the design and execution of the new bridge over the Cibin River, in the city of Sibiu. The new bridge has four traffic lanes and sidewalks for both pedestrians and cyclists. The superstructure is made of two circu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f85dd0e925920b782f6ff68981d3c56d
https://doi.org/10.1016/j.proeng.2017.02.358
https://doi.org/10.1016/j.proeng.2017.02.358