Analysis of horizontal deviation values on shearwalls in building structure according to earthquake load design

Technoplex Living Apartment Bandung is one of the buildings using a shear wall that is built in earthquake-prone areas. This study analyzes the CW3 shear wall Type which aims to determine the seismic load design using spectrum response analysis that is applied and analyzed on the structure of the building so that the horizontal deviation value that will be compared against the value of horizontal deviation that is permitted under SNI 1726 of 2012 is obtained. The results of this study can be concluded that the CW3 shear wall produces the highest horizontal deviation value in the direction of X of 0.032 m greater than the highest horizontal deviation value in the direction Y of 0.0042 m. Because it was analyzed in one direction, namely the X direction with the percentage of earthquake loads received using orthogonal systems where the X direction building structure received an earthquake load of 100% while Y direction was 30% of the earthquake load as a result of the spectrum response analysis method and the resulting horizontal deviation value was below the allowable safety margin, the percentage of X direction is 56.7% while Y direction is 92.3%.