Research Article
Study on the Stiffness Correction Method of Novel Antivibration Bearing for Urban Rail Transit Viaduct
Table 4
Test results of
in different shear strain.
| | Shear strain | (kN) | (kN) | (mm) | (mm) | (kN/mm) | Normalization |
| | 50% | | | 24.59 | | 7.96 | 1.08 | | 100% | | | 49.36 | | 7.37 | 1.00 | | 150% | | | 73.7 | | 6.84 | 0.93 |
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Notes. The value with is actual shear load which is equal to horizontal load minus the friction of machinery equipment, the same in Tables 5 and 6.
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