The structure consists of rigid rectangular hollow section columns bearing a trussed roof structure.
The model was calculated according to the second-order analysis, considering inclination and precamber.
In addition, the hollow section columns were reinforced and concrete-lined, and analyzed as composite columns in order to reach the fire resistance class of F30 and increase the horizontal stiffness of the model.
| Structural Engineering | Frener & Reifer Metallbau GmbH Brixen, Italy www.frener-reifer.com |
| Architect | Matteo Thun Milan, Italy www.matteothun.com |
| Investor | Terme Merano/Therme Meran Meran, Italy www.termemerano.it |
