کاربرد مسائل استورم-لیوویل در واکنش ارتعاشی سد های خاکی

In this paper, we obtain a suitable mathematical model for the seismic response of dams. By using the shear beam model (SB model), we give a mathematical formulation that it is a partial differential equation and transform it to the Sturm-Liouville equation.

کلیدواژه ها:

Differential pencil ، Sturm-Liouville equation ، Turning point ، Singularity ، Embankments