A. A. Neamaty - University of Mazandaran
Y. Khalili - University of Mazandaran

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.

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