Based on the structural displacement response control, the displacement transfer function is formulated for the structure with an MTMD under four types of excitations.
基于结构的位移响应控制，导出了四种类型激励下设置MTMD结构的位移传递函数。
The analysis results indicate that the SMA damper can suppress structural displacement response effectively and can suppress structural acceleration response to a certain extent.
结果表明，阻尼器能有效地降低结构的位移响应，但对结构速度和加速度的控制效果不明显。
The finite element analysis of truss system with interval parameters under interval load is studied and the structural interval displacement and stress response are deduced.
构建了区间参数杆系结构在区间荷载作用下的分析模型，导出了结构的区间位移和区间应力响应区间变量表达式。
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