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.
Neamaty, A. A., & Khalili, Y. (2015). Use of the Sturm-Liouville problems in the seismic response of earth dams and embankments. Caspian Journal of Mathematical Sciences, 4(1), 9-15.
MLA
A. A. Neamaty; Y. Khalili. "Use of the Sturm-Liouville problems in the seismic response of earth dams and embankments", Caspian Journal of Mathematical Sciences, 4, 1, 2015, 9-15.
HARVARD
Neamaty, A. A., Khalili, Y. (2015). 'Use of the Sturm-Liouville problems in the seismic response of earth dams and embankments', Caspian Journal of Mathematical Sciences, 4(1), pp. 9-15.
VANCOUVER
Neamaty, A. A., Khalili, Y. Use of the Sturm-Liouville problems in the seismic response of earth dams and embankments. Caspian Journal of Mathematical Sciences, 2015; 4(1): 9-15.
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