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Seismic Probabilistic Fragility Assessment of Reinforced Concrete Shear Wall Structures in Nuclear Power Plants.

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Figure

Table 1 – Parameters of Concrete Damaged Plasticity Model
Figure 6 – Potential function for the concrete damage plasticity model used by Onate, 1988
Figure 7 – Single element simulation under uniaxial monotonic compressive loading:  Effect
Figure 9 – Single element simulation under uniaxial monotonic shear loading: Effect
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