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Development of Interaction Diagram for Eccentrically Loaded RC Sandwich Walls with Different Design Parameters

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Figure

Fig. 2. Four Webs Sandwich Wall Elevation (a) and Section  (b)
Fig. 3. Element Meshing (a) Concrete Section, (b) Concrete Elevation and (c) Steel Bars Elevation
Fig. 5. Axial Force and Bending Moment Comparison for Walls with ts=125 and fcu= 36
Figure 8 shows the comparison for walls with 100 mm face
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