Shock and Vibration / 2019 / Article / Tab 11

Research Article

Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure

Table 11

Comparison of free vibration characteristics.

Vibration modeExperimental resultFinite element result
Frequency (Hz)Period (s)Frequency (Hz)Period (s)

Y Direction1st order2.540.39372.53480.394
2nd order12.110.08269.78630.102

X direction1st order3.710.26953.80120.263
2nd order12.8330.077

Torsion1st order7.620.13126.62930.151
2nd order21.300.046927.6410.036

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