Evaluation of 3D Nonlinear Earthquake Behaviour of the Ilısu CFR Dam under Far-Fault Ground Motions

<div>(a) Principal stress-time graphic for the San Fernando earthquake. (b) Contour plot diagram for 15<sup>th</sup> second of the San Fernando earthquake.</div>

Advances in Civil Engineering

fig22

Figure 22

Figure 22: Evaluation of 3D Nonlinear Earthquake Behaviour of the Ilısu CFR Dam under Far-Fault Ground Motions 