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New bridge over Danube River has 580 m long suspended center span and two 57 m long self-supporting side spans; 27.55 m wide deck carries six traffic lanes and two footways; center span deck is suspended from cables stretching between portal frame towers and presents inverted trough-shaped cross-section; center span with its stiffening girders is so connected to side spans that deck as whole functions as continuous girder; structural details of deck, towers, cables, anchorages, as well as construction stages are described.
New bridge over Danube River has 580 m long suspended center span and two 57 m long self-supporting side spans; 27.55 m wide deck carries six traffic lanes and two footways; center span deck is suspended from cables stretching between portal frame towers and presents inverted trough-shaped cross-section; center span with its stiffening girders is so connected to side spans that deck as whole functions as continuous girder; structural details of deck, towers, cables, anchorages, as well as construction stages are described.
New Elizabeth bridge in Budapest
Hungary
Savoly, P. (Autor:in)
Acier-Stahl-Steel ; 30
1965
7 pages
Aufsatz (Zeitschrift)
Englisch
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