A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
It is of arch deck type, with units merged and fixed at center and deck resting on abutments at each end; arch is hinged at springings; it has span of 94 m, distance between deck bearings is 101.52 m; two thin walled caissons form cross section; two hinge raised arch is composed of 10 braced trusses of nailed planks and boards; reinforced concrete is used; method for design calculations.
It is of arch deck type, with units merged and fixed at center and deck resting on abutments at each end; arch is hinged at springings; it has span of 94 m, distance between deck bearings is 101.52 m; two thin walled caissons form cross section; two hinge raised arch is composed of 10 braced trusses of nailed planks and boards; reinforced concrete is used; method for design calculations.
Reconstruction of Lisle-sur-Tarn bridge
La reconstruction du pont de Lisle-sur-Tarn
Courbon, J. (author)
1958
21 pages
Article (Journal)
French
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