Shock and Vibration / 2019 / Article / Fig 16

Research Article

Wind Load and Structural Parameters Estimation from Incomplete Measurements

Figure 16

Comparison of the structural velocity responses in direction X under wind direction of 180°. Time history on the (a) 24th floor and (b) 58th floor. Power spectrum on the (c) 24th floor and (d) 58th floor.
(a)
(b)
(c)
(d)

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