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Smart Materials Research
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2011
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Article
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Fig 8
/
Research Article
Dynamics and Control of High-Rise Buildings under Multidirectional Wind Loads
Figure 8
Membership functions for the input measured accelerations in the
𝑥
-direction (Acc-
𝑥
-30, Acc-
𝑥
-48) and the
𝑦
-direction (Acc-
𝑦
-30, Acc-
𝑦
-48).
(a)
(b)
(c)
(d)