CALCULATING METHOD OF RATIONAL QUANTITY OF SHEARWALL LINKED WITH THE GROUND IN TALL BUILDING HAVING WALLS SUPPORTED BY FRAMES AND HAVING WALL-FRAMES
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Graphical Abstract
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Abstract
Based on full utilization of shear Strength and deflection capacity of columns under vertical and horizontal loads, a calculating method of rational quantity of shearwall linked with the ground in tall building having walls supported by frames and having wall-frames is presented. It helps the engineers for their planning arrangements.
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