Study on the Stiffness Correction Method of Novel Antivibration Bearing for Urban Rail Transit Viaduct

Table 7

Similarity relation between model and prototype.

Similarity factor	Symbol	Formula	Value (model/prototype)
Size			0.182
Elastic modulus			1.000
Acceleration			1.002
Mass			0.033
Time			0.426
Frequency			2.347
Displacement			0.182
Stress			1.000
Strain			1.000
Force			0.033