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- W1679749993 abstract "Within the “Oran‐Tlemcen” railway line realization project (159 km), several bridges were built by the Railroads Algerian West Company. 7 km from the east of Tlemcen city, this railway line must cross a very broken mountainous collar, that's why the French engineer “Gustave Eiffel” was solicited to construct a 68 m length bridge. In 1890, an arch steel truss bridge was realized. The bridge presents 300 m of apron curvature radius and, currently, is considered as one of the most important monuments of the Algerian historical heritage. Considering the age of the bridge and the evolution of the railway loads in time, it was essential to check the good behavior of the studied structure. For that, analyses to verify the physical and mechanical properties of the growth iron members are made. A finite element model of the bridge was built and numerical simulations were drawn. The structural vibration conducted analysis permit to understand the behavior of this particular structure, then to evaluate (in detail) the rate of the structure fatigue." @default.
- W1679749993 created "2016-06-24" @default.
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- W1679749993 date "2008-01-01" @default.
- W1679749993 modified "2023-09-24" @default.
- W1679749993 title "Dynamic and Fatigue Analysis of an 18th Century Steel Arch Bridge" @default.
- W1679749993 doi "https://doi.org/10.1063/1.2963903" @default.
- W1679749993 hasPublicationYear "2008" @default.
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