Author
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Simon Metzger
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Subject of this thesis, after a short introduction into various framework systems and the subsequent design phase, is the structural analysis of the entire structure according to the state‑of‑the‑art.
As the bridge with a width of 8.8 m is a rather filigree structure, the design of wind generated vibrations is performed in addition to the general stress design and the ultimate limit state design. Furthermore, the bridge connections to the concrete foundations are calculated and dimensioned.
Thank you very much for providing me with the programs RSTAB and RFEM so that I could write my thesis."