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A Macro-model for Nonlinear Analysis of 3D Reinforced Concrete Shear Walls

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Figure

Figure 1.  The lateral behavior of the wall of Adebar et al. [22] in the test and in the analysis of this study
Figure 3. Calculation procedure of the ultimate moment, M2 (=Mn)
TABLE 2. Properties of the shear walls under study for determining Icr
Figure 5.  Variation of α and β with P/f’cAg and H for the BS1-i wall
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