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From above two procedures applied in wind tunnel test (HFFB and APTH), wind induced responses in the building are determined.
All the improvements are verified by the HFFB method.
The mass damper is implemented in the FEM of building, as well as the HFFB procedure.
In this paper, some limits of available design standards (Eurocode 1 & the Italian design code) to evaluate wind actions on high-rise buildings (displacements and acceleration responses) are presented, pointing them out in a comparison to a more sophisticated methods (i.e., the use of the PIM with FEM of the building, and the HFFB technique).
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