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改进传统的以刚克刚的抗震模式，提出一种刚柔结合的新模式，即在房屋上部结构与基础之间设置滑动层，以此吸收或缓冲地震波的横向传播．给出了理论依据和设计原理，并以煤矿抗地表沉陷破坏的实例初步验证了这种结构的抗变形的效果。
To improve the traditional anti-seismic model of Gangcorang, a new model of rigid-flexible combination is proposed, that is, a sliding layer is set between the superstructure of the house and the foundation to absorb or buffer the lateral propagation of seismic waves. The theoretical basis and design principle are given, and the anti-deformation effect of this structure is preliminarily verified by examples of coal mine subsidence and subsidence.