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Problems caused by special suspension from unsymmetrically located single tower; assembly and bolting of sections of tilted rectangular box columns composing A shaped tower; assembly of sections of 6-span, 691 m long, deck girder system, advancing from sides and meeting in center of each span; statical analysis of assembly is given.
Problems caused by special suspension from unsymmetrically located single tower; assembly and bolting of sections of tilted rectangular box columns composing A shaped tower; assembly of sections of 6-span, 691 m long, deck girder system, advancing from sides and meeting in center of each span; statical analysis of assembly is given.
Assembly of steel superstructure of Severin bridge, Cologne
Die Montage des Stahlueberbaues der Severinsbruecke Koeln
Vogel, G. (Autor:in)
Stahlbau ; 29
1960
25 pages
Aufsatz (Zeitschrift)
Deutsch
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Engineering Index Backfile | 1960
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