|结构设计||Frener & Reifer Metallbau GmbH
39042 Brixen, Italy
Length: 47.50 m | Width: 46 m | Height: 14.62 m | Weight: 164 t
Nonlinear Effects: tension members
Number of Nodes: 155 | Members: 278 | Materials: 3 | Cross-Sections: 7
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.
The structure was mounted in January 2004.