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。
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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