A Simplified Parametric Study on Occupant Comfort Conditions in Base Isolated Buildings under Wind Loading

Figure 5

Results of vibration comfort analysis for the case study of Table 3: ratio between the total frequency weighted acceleration, , and the critical limit, , versus the ten-minute mean wind velocity at 10 m height (a); return period of the critical wind velocity determining discomfort versus the basic wind velocity of the site (b).

(a)

(b)