A parameter study is carried out with input energy spectra of linear SDOF system under earthquake ground excitation in this paper.
本文按照反应谱理论的思路建立了线性单自由度体系的地震动输入能量谱。
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。
Finally, the effects of the parameters on the response and first excursion probability of a SDOF linear system are discussed.
分析了这些参数对线性单自由度体系的均方响应及首超概率的影响。
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