Shock and Vibration / 2019 / Article / Tab 13

Research Article

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

Table 13

Comparison of maximum displacements (cm).

Seismic intensitySeismic wave20th floor41st floor56th floor (top)
Experimental valueNumerical valueExperimental valueNumerical valueExperimental valueNumerical value

Frequent 6El Centro0.150.180.230.250.530.64
Taft0.130.140.20.220.320.57
Artificial0.130.160.180.190.250.46

Moderate 6El Centro0.470.510.630.711.441.52
Taft0.330.350.550.650.861.23
Artificial0.330.310.590.620.781.01

Rare 6El Centro0.850.921.081.122.012.34
Taft0.730.801.171.151.62.02
Artificial0.920.881.281.071.731.91

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