A study of effectiveness of position concrete shear wall to resist wind loads

The major objective of this study the positioning of shear walls through the position of stiffness mass and lateral load to make the system more efficient. The results obtained from the linear static analysis are thoroughly investigated for distance from stiffness to load and mass per floor, fundamental frequency of system, and displacement (translation and rotation). The result indicates the father distance from load/mass application to stiffness, bigger displacement/rotation of the system and vice versa. To determine whether the system works effectively only if the distance from the center of force or center of mass is closer to the center of stiffness or vice-versa.