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Evaluation of seismic reduced-order models for auxiliary buildings

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Figure

Figure 2. Structural plan view for additional building cases: a) Case 0, and b) Case 5
Table 1: Lumped mass and moment of inertia values for each 2D model
Table 2: Modal information for significant dynamic modes of 2D and 3D rigid slab models
Table 3: Modal information for significant dynamic modes of 2D and 3D semi-rigid slab models
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