文章结合结构动力学理论分析与地震模拟振动台的控制理论分析，给出东南大学4m×6m自行组装的单轴振动台的数学模型，并进行仿真分析，指出了系统在不同负载下的油柱共振及阻尼等参数；同时结合实际模型试验进行详细的试验分析。理论与试验的结果都证明了在这种组合模式的系统中，三参量控制能更加有效地改善系统动态特性，满足更多的试验要求。

In combination with the theory of structural dynamics analysis and control of shaking table analyzed, the mathematical model of Southeast University, 4m × 6m self-assembly shaking table was derived。The oil column resonance and damping parameters of this system was then pointed out based on the system simulation。The same time, the actual model tests with a detailed test analysis。Theory and experiment results proved that the mode of three parameters control can be more effective in improving the system dynamic characteristics to meet the additional test requirements。