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000507
2024-12-02

Structural Analysis and Design of Cable-Stayed Pedestrian Bridge

The present thesis deals with the structural design of a cable-stayed bridge with the influence of a bending moment in the girder by vertical support displacement and cable prestress or extension.

Author
Lennart Salijevic
University

Hamburg University of Technology, Germany

The aim was to reduce the extremes of the bending moment for a more favorable selection of the bridge beam cross-section, as well as to get to know all the other bridge components and their types of loads and design checks.


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