In the HFFB test, light and rigid model is used to measure wind loads by six components (shear and moment of each structural axis). The wind force coefficient is computed by time dependent force data and the response of the model is evaluated by the spectral modal analysis.

▣ Base sheer, base overturning moment, and torsional moment
▣ Combined static floor-by-floor wind load
▣ Lateral displacement
▣ Wind-induced acceleration, evaluate serviceability (AIJ, ISO, NBC)
▣ Basic design of vibration control device (TMD, AMD, TLCD, etc.)

Soho Navi, Al Reem Island, Abudhabi

Samsung Raemian Yongsan Residencial Resisencial, Korea