A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Wind-induced lateral vibrations of stanchions of arch bridge over Moldau River; deck of 330 m span arch bridge is supported by welded tubular pin-ended stanchions of 1.0 m OD and 41.48 m maximum length; tests were made on means of increasing vibration damping by cables helically wound around stanchions and by filling stanchions with various granular materials; best results were obtained by latter method using coarse gravel as filling material; theoretical estimate of vibration amplitude and frequency was made using deterministic and stochastic interpretations. (10175)
Wind-induced lateral vibrations of stanchions of arch bridge over Moldau River; deck of 330 m span arch bridge is supported by welded tubular pin-ended stanchions of 1.0 m OD and 41.48 m maximum length; tests were made on means of increasing vibration damping by cables helically wound around stanchions and by filling stanchions with various granular materials; best results were obtained by latter method using coarse gravel as filling material; theoretical estimate of vibration amplitude and frequency was made using deterministic and stochastic interpretations. (10175)
Ueber winderregte Querschwingungen der Staender der Bogenbruecke ueber die Moldau
Ueber winderregte Querschwingungen der Staender der Bogenbruecke ueber die Moldau
Novak, M. (author)
Stahlbau ; 37
1968
7 pages
Article (Journal)
English
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