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Article
Affiliation(s)

1. Royal Haskoning DHV Ltd., Warsaw 01-793, Poland
2. Department of Mechanics and Bridges, Silesian University of Technology, Gliwice 44-100, Poland

ABSTRACT

Stress ribbon bridges have many advantages and became recently more popular mostly because of their versatile form, slender decks giving a light aesthetic impression and durability assured by post tensioned concrete. The paper presents the first in Poland stress Ribbon Bridge constructed last year. A static and dynamic analyse of the model is presented as well as construction solutions which were used to achieve the highest durability. The bridge was checked during static and dynamic load test. The results of this prove test were compared with results obtained from examination and study of other different bridge structures. It confirmed that the bridge has good dynamic resistance and greater stiffness than assumed in the design.

KEYWORDS

Footbridges, stress ribbon bridges, loading test, bridge dynamic.

 

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