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Seismic Performance Evaluation of Mid-Rise RC Buildings Considering Soil–Structure Interaction and Foundation Effects
This study evaluates the seismic performance of an existing seven-story reinforced concrete parking garage (85 m × 50 m plan) that was not originally designed for seismic loads. The structure, featuring flat slabs, ordinary shear walls, and a circular vehicular ramp, is currently supported on bearing piles. Three-dimen...