Oblique Incidence of Seismic Wave Reflecting Two Components of Design Ground Motion

Table 1

Calculation parameters.

Material	Density (kg/m^3)	Young’s modulus (Pa)	Poisson’s ratio
Foundation	2300	2.5 × 10^10	0.2
Dam shell	2000	7.0 × 10^8	0.3
Core wall	1900	6.1 × 10^8	0.3