Shock and Vibration / 2019 / Article / Tab 9

Research Article

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

Table 9

Maximum displacement and displacement angle of the roof of the prototype building.

Seismic intensityTest conditionSeismic waveDisplacement of vertex (m)Displacement angle of vertex

Frequent 6Condition 2El Centro wave-Y direction0.0161/4654
Condition 3Taft wave-Y direction0.0101/7670
Condition 4Artificial seismic wave-Y direction0.0081/9848

Moderate 6Condition 6El Centro wave-Y direction0.0431/1573
Condition 7Taft wave-Y direction0.0261/2642
Condition 8Artificial seismic wave-Y direction0.0231/2932

Rare 6Condition 10El Centro wave-Y direction0.0601/953
Condition 11Taft wave-Y direction0.0481/1196
Condition 12Artificial seismic wave-Y direction0.0521/1110

Rare 7Condition 14El Centro wave-Y direction0.1391/456
Condition 15Taft wave-Y direction0.1441/439

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