Shock and Vibration / 2018 / Article / Fig 16

Research Article

Subway-Induced Vibration Measurement and Evaluation of the Structure on a Construction Site at Curved Section of Metro Line

Figure 16

The one-third octave and average spectra of the accelerations of each evaluation point at typical story (6th story, damping ratio = 0.02). (a) X direction. (b) Y direction. (c) Z direction.
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(b)
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