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Superstructure of 248.4 m long 20.95 m wide span is formed by two welded steel box-type girder arches of 44 m rise; arch planes are converging at top; arches are linked together in their upper part by horizontal members; bridge deck is suspended from arches by lattice of slanting cables; theoretical analysis of bridge stability was confirmed by model tests.
Superstructure of 248.4 m long 20.95 m wide span is formed by two welded steel box-type girder arches of 44 m rise; arch planes are converging at top; arches are linked together in their upper part by horizontal members; bridge deck is suspended from arches by lattice of slanting cables; theoretical analysis of bridge stability was confirmed by model tests.
Arched supporting structure of Fehrmarnsund bridge
Das Bogentragwerk der Fehmarnsundbruecke
Stahlbau ; 34
1965
16 pages
Article (Journal)
English
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