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

<div>(a) The typical cross section of the Ilısu dam. (b) Changing of the dam body depth along crest axis [<a href="/journals/ace/2019/7358710/#B25">25</a>].</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Evaluation of 3D Nonlinear Earthquake Behaviour of the Ilısu CFR Dam under Far-Fault Ground Motions 