Shock and Vibration / 2018 / Article / Fig 19

Research Article

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

Figure 19

The 1/3 octave frequency band velocity level of the typical story (6th story, damping ratio = 0.02). (a) X direction. (b) Y direction. (c) Z direction.