The relative stiffness in Y-direction between the shear walls and the frames

A 10-story reinforced concrete building with the dimensions

Neglecting the framing action between columns and slabs, it is required to estimate

1. the relative stiffness in Y-direction between the shear walls and the frames

2. the percentage of the lateral load that will be resisted by the shear walls

3. the relative stiffness in Y-direction between the shear walls and the frames after adding a reinforced

    concrete bracing

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