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Description of construction of 213 m long prestressed concrete bridge with 94 m long main span and similar bridge of 322 m length with 107 m main span, and finally 278 m long twin steel tube span of 531 m long bridge; tubular form was selected for tube span because its wind resistance was 1/4 of rectangular structure.
Description of construction of 213 m long prestressed concrete bridge with 94 m long main span and similar bridge of 322 m length with 107 m main span, and finally 278 m long twin steel tube span of 531 m long bridge; tubular form was selected for tube span because its wind resistance was 1/4 of rectangular structure.
Bridges at Tjorn in Sweden
Les ponts de Tjorn en Suede
Laborie, J. (author)
1961
10 pages
Article (Journal)
Unknown
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