From: Risk Assessment of Aged Concrete Gravity Dam Subjected to Material Deterioration Under Seismic Excitation
Material properties
Inside the dam
Outside the dam
Modulus of elasticity, E (MPa)
10,835
13,269
Poisson ratio, μ
0.18
Density, ρ (tone/m3)
2.32
Damping ratio, ξ (%)
5