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对两个缩比为十五分之一的三层、双跨、两开间的钢筋混凝上框架模型进行了振动台试验，一个模型模拟质量中心与刚度中心不一致的偏心结构，另一个模型模拟承受双向地面运动的结构。研究了结构的空间非弹性地震反应。计算结果表明，理论分析与实测结果有较好的吻合性。
Shaking table tests were carried out on two reinforced concrete upper frame models of three-story, two-span and two-bay rooms with a reduction ratio of one-fifteenth. One model simulated the eccentric structure with inconsistent center of mass and stiffness and the other model Bear bi-directional ground movement structure. The space inelastic seismic response of the structure is studied. The calculation results show that the theoretical analysis and the measured results have good agreement.