Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
438 m long bridge has floating bearing in left bank stay block and two hinged supports, 54 m center to center, on right bank; fixed support is provided by pylon in form of inverted V inclined toward stay block and placed at 75 m distance from it; pylon is anchored by sheaths of cables to stay block, on one side, and to three points on bridge girder on other side; main span is thus divided, starting from pylon, into lengths of 51.5+70.2+82.6+98.5 equals 303.0 m; arrangement of supports gave system free from divergent horizontal forces which was desirable due to soil conditions. (17294)
438 m long bridge has floating bearing in left bank stay block and two hinged supports, 54 m center to center, on right bank; fixed support is provided by pylon in form of inverted V inclined toward stay block and placed at 75 m distance from it; pylon is anchored by sheaths of cables to stay block, on one side, and to three points on bridge girder on other side; main span is thus divided, starting from pylon, into lengths of 51.5+70.2+82.6+98.5 equals 303.0 m; arrangement of supports gave system free from divergent horizontal forces which was desirable due to soil conditions. (17294)
Project of new road bridge over Danube in Bratislava/Czechoslovakia
Das Projekt der neuen Strassenbruecke ueber die Donau in Bratislava/CSSR
Tesar, A. (Autor:in)
Bauingenieur ; 43
1968
10 pages
Aufsatz (Zeitschrift)
Deutsch
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