This acceleration was enforced to the experimental substructure in real-time by shaking table in order to realize the interaction between the CTLD and structure.
再将加速度由振动台实时加载到试验子结构上，实现了结构和CTLD的相互作用。
The CTLD was chosen to be the experimental substructure tested physically, and the other structures were chosen to be the numerical substructures simulated in a computer.
振动台子结构试验将结构模型作为数值子结构在计算机中计算，将CTLD作为试验子结构进行物理试验。
It is shown from pure numerical simulations for a SDOF system with and without CTLD control that the CTLD can effectively control the acceleration response of a structure.
对一个单自由度结构有CTLD控制和无ctld控制时的加速度响应进行了精确数值求解，结果验证了CTLD能够有效地控制结构在地震作用下的加速度响应。
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