基于所提出的荷载位移传递函数，研究了多层土中单桩的荷载位移特性。
Based on the proposed transfer function, an intensive research have been carried out to study the load transfer behavior for a single pile in multi layered soil.
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。
Based on the structural displacement response control, the displacement transfer function is formulated for the structure with an MTMD under four types of excitations.
基于导出的设置MTMD时非对称结构扭转角位移传递函数，建立了扭转角位移动力放大系数解析式。
Based on the torsional displacement transfer function of the asymmetric structure with MTMD, the analytical expression is developed for the torsional displacement dynamic magnification factor.
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