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However, Equations 2 and 4 provide different values of base shear ratios for different SW thicknesses.
However, Equation 4 is the best one among the three equations to estimate approximately the base shear ratios for both intact and cracked flat-plate R/C buildings.
However, Equation 4 is the best one among the three equations to estimate approximately the base shear ratios for both the intact and the cracked flat-plate R/C buildings.
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Furthermore, it is shown that Equation 1 gives one value for base shear ratio for different SW thicknesses.
Table 18 lists the base shear ratio for the intact six-storey SCS building with different SW thicknesses for type-6 of SW position.
Also, Table 19 lists the base shear ratio for the cracked six-storey SCS building with different SW thicknesses for type-6 of SW position.
Also, Table 15 lists the base shear ratio for the cracked ten-storey SCS building with different SW thicknesses for type-6 of SW position.
Table 14 lists the base shear ratio for the intact ten-storey SCS building with different SW thicknesses for type-6 of SW position.
Again, it is shown that Equation 1 gives one value for base shear ratio for different SW thicknesses and different building cross sections because it does not take the building plan area into consideration.
Furthermore, it is shown that Equation 1 provides one value for base shear ratio for different SW thicknesses because it does not take the thickness of SWs into consideration.
Tables 20 and 21 list the base shear ratio of six-storey RCS buildings with different SW thicknesses for type-5 of SW position.
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