Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Ştefan I. Guţiu"'
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:
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
Publikováno v:
Procedia Engineering. 181:234-241
In this paper we present a comparative analysis regarding the shear web resistance between five types of steel plate girders and a girder with corrugated webs. In the case of girders with corrugated webs, the design is conducted according to SR EN 19
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1dff6762921831921f25f279eaf2e3fb
https://doi.org/10.1016/j.proeng.2017.02.384
https://doi.org/10.1016/j.proeng.2017.02.384
Publikováno v:
Procedia Engineering. 156:132-139
A new bridge was required in the city of Sibiu, to ensure the crossing of Cibin River, in Sibiu, in the Cibin square, due to the fact that the old bridge, with only two traffic lanes, was having both a weight and height restriction and was also stran
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0c86235dd4b1c13282bf9b3702db73fe
Publikováno v:
Procedia Engineering. 156:249-256
To ensure the crossing of the Someş River in the city of Cluj-Napoca, a new footbridge was designed in order to replace the old one using a trapezoidal composite steel-concrete box girder solution. For architectural reasons, the depth of the girder
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3d672d094964c5e836561a018ab65641
Publikováno v:
The Eight International Conference "Bridges in Danube Basin" ISBN: 9783658037130
For steel buildings and steel bridges, in most practical cases, girders are built up of hot-rolled I and H sections or welded sections. The evaluation of the actual critical bending moment for each loading pattern leads to solving a complex of differ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad7f4b5b51faa4a5c49b5a8dc9323a14
https://doi.org/10.1007/978-3-658-03714-7_30
https://doi.org/10.1007/978-3-658-03714-7_30
