Description of the intervention:
Construction of a structure for a gym, with steel pillars to constitute the earthquake-resistant system, while the flat roof is made by means of main and secondary wooden beams. In order to obtain a rigid diaphragm on the roof, a 18 mm thick OSB sheet was laid, suitably connected to the beam elements, capable of transmitting the seismic shear to all the uprights in proportion to their stiffness. In this way, a more regular dynamic behavior is obtained. The great structural simplicity is aimed at optimizing the material, and nevertheless at allowing maximum distribution freedom, given the absence of wall bracing.
Kazakistan
Steel, wood
Earthquake-resistant steel structure, wooden roof
Gym
Canducci Holzservice
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