The structure consists of rigid rectangular hollow section columns bearing a roof structure rigid in two directions.
The model was calculated according to the second-order analysis, considering an 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.
| 结构设计 | Frener＆Reifer Metallbau GmbH 意大利布里克森 www.frener-reifer.com |
| 施工管理 | Matteo Thun 意大利米兰 www.matteothun.com |
| 投资商 | Terme Merano/Therme Meran 意大利梅兰 www.termemerano.it |
