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Abstract
The cycle overpass in Gdynia is a box structure over 300 metres long, 10-span. It was opened for bicycle traffic in the second half of 2013. At the end of its construction, there was failure due to excessive horizontal displacement of the system. A number of bearings exceeded the range of permissible transverse shifts thus it was necessary to temporarily protect the spans from slipping. The FEM analysis of the original solution and a proposal for a new bearing arrangement are presented in the article. Calculations were made based on a shell-and-beam model, reflecting the actual object accurately. The proposed new bearings system was even-tually applied to the structure.
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Keywords
Details
- Category:
- Monographic publication
- Type:
- rozdział, artykuł w książce - dziele zbiorowym /podręczniku w języku o zasięgu międzynarodowym
- Title of issue:
- Shell Structures: Theory and Applications. Vol. 4 strony 433 - 436
- Language:
- English
- Publication year:
- 2018
- Bibliographic description:
- Miśkiewicz M., Pyrzowski Ł.: Influence of an applied bearing system on behaviour of multi-span footbridge// Shell Structures: Theory and Applications, vol.4/ ed. W. Pietraszkiewicz, W. Witkowski Leiden: CRC Press / Balkema, 2018, s.433-436
- DOI:
- Digital Object Identifier (open in new tab) 10.1201/9781315166605-99
- Verified by:
- Gdańsk University of Technology
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