Table 3 The allowable peak vibration velocity at the foundation of Building structures under traffic vibration in GB/50868-2013.

From: A multi-parameters assessment method and prediction model for ground vibration under the high-speed railway bridge

Type of building structures

The allowable peak vibration velocity at the foundation (mm/s)

1 ~ 10 Hz

50 Hz

100 Hz

Industrial buildings, public buildings

5.0

10.0

12.5

Residential building

2.0

5.0

7.0

Buildings sensitive to vibration, buildings with protection value and buildings that cannot be classified into the above two categories

1.0

2.5

3.0

  1. Note: The allowable vibration value should be determined by frequency linear interpolation; When it is not possible to evaluate at the foundation, the evaluation position can be taken at the bottom of the bottom of the main load-bearing exterior wall.; For the allowable vibration values of old urban houses that do not meet the current national anti-vibration fortification standards or houses without formal design to build by themselves in village, it is appropriate to take the 70% of the residential buildings in Table 3.
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