Sequential Ground Motion Effects on the Behavior of a Base-Isolated RCC Building

<div>Ratio of response spectral statistics due to MSAS and MS record data for damaging and nondamaging sequences corresponding to top acceleration: (a) nonisolated RCC; (b) base-isolated RCC.</div>

Mathematical Problems in Engineering

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Figure 12

Figure 12: Sequential Ground Motion Effects on the Behavior of a Base-Isolated RCC Building 