The Failure Mechanism of Concrete Gravity Dams considering Different Nonlinear Models under Strong Earthquakes

Figure 8

Damage rupture process only considering the tension damage under different earthquake overload coefficients. (a) 1.0. (b) 1.2. (c) 1.4. (d) 1.52. (e) 1.53. (f) 2.0.

(a)

(b)

(c)

(d)

(e)

(f)