Parametric Seismic Stability Assessment of RCC Gravity Dams: Impact of Ground Motion Intensity and Foundation Flexibility
Ensuring the seismic resilience of high-head hydropower projects is critical, yet conventional design often oversimplifies the dam-foundation interface. By simulating the non-linear dynamic response of the Longtan RCC Dam (non-overflow section) under extreme ground motion, this study challenges that assumption. In cont...