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Influence of an applied bearing system on behaviour of multi-span footbridge

Abstrakt

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.

Mikołaj Miśkiewicz, Łukasz Pyrzowski. (2018). Influence of an applied bearing system on behaviour of multi-span footbridge, 433-436.

Informacje szczegółowe

Kategoria:
Inna publikacyjna praca zbiorowa (w tym materiały konferencyjne)
Typ:
publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
Tytuł wydania:
Shell Structures: Theory and Applications. Vol. 4 strony 433 - 436
Język:
angielski
Rok wydania:
2018
Opis bibliograficzny:
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

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