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Seismic Deformations of Taller Reinforced Concrete Shear Walls Located in Eastern Canada

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Academic year: 2021

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Figure

Figure 3-1: Base rotational demand and capacity of sample shear walls according to CSA A23.3
Figure 3-2: Studied building: plan view, wall elevation and gravity loads
Table 3-1: The cross-sectional reinforcement of the designed shear walls (Units: mm)
Table 3-4 Summary of selected records for NTHA of the shear walls for the office building
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