The self-anchored structure formed by a stress ribbon assembled from precast segments and supported by an arch was verified on a model built at the scale 1:10.
In collaboration with the Department of Concrete and Masonry Structures, Faculty of Civil Engineering, Brno University of Technology.
Strasky, Husty and Partners Ltd. (SHP), Bohunicka 133/50, 619 00 Brno, Czech Republic