Based on modal analysis, two algorithms to implement the Linear Quadratic Regulator (LQRapproach and sliding mode control are presented.
本文提出基于模态分析的线性二次最优减震控制算法和基于模态分析的滑动状态减震控制算法,并将这两种算法应用于斜拉桥结构的减震控制中。
The model of deformation and destruction is ladder sliding in shallow earth and creeping-sliding and fracturing in deep.
该边坡失稳模式为浅表部阶梯状滑动和深部阶梯状滑动(深部蠕滑-拉裂)。