Shock and Vibration / 2019 / Article / Tab 8

Research Article

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

Table 8

Peak acceleration and acceleration amplification factors.

FloorEl Centro waveTaft waveArtificial seismic wave
amax (m/s2)Kamax (m/s2)Kamax (m/s2)K

Frequent 61st0.3991.0000.4411.0000.7041.000
14th1.2233.0610.8892.0131.4432.050
28th0.8702.1791.0382.3511.3601.932
41st0.8842.2140.9392.1271.1691.660
50th0.6431.6100.6281.4221.0061.429
Top floor1.6264.0711.4833.3581.8502.628
Roof2.0275.0761.8984.2982.1243.016

Moderate 61st0.5691.0000.6481.0000.9521.000
14th1.7103.0051.3312.0541.5021.578
28th1.2292.1601.3972.1551.7871.877
41st1.2392.1771.3102.0221.4051.476
50th0.8241.4480.8451.3041.3871.456
Top floor2.2063.8762.1393.3012.6072.738
Roof2.6784.7052.6804.1352.7922.932

Rare 61st0.9211.0001.1001.0001.4751.000
14th1.2191.3231.8811.7102.1921.486
28th1.4841.6111.9651.7862.9251.982
41st1.4001.5212.1221.9292.0901.416
50th1.2171.3221.5901.4452.3711.607
Top floor2.2122.4022.9622.6923.9732.693
Roof3.0223.2813.3583.0524.0662.756

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