Shock and Vibration / 2019 / Article / Tab 1

Research Article

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

Table 1

Dynamic characteristics and seismic response of the prototype building.

DirectionMaximum lateral stiffness (kN/m)Frequencies (Hz)Maximum displacement (mm)Story driftTorsion displacement ratio

X1.09 × 1082.930337.721/35001.15
Y1.09 × 1083.572454.161/23591.19
Torsion1.7173

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