Structure Modeling of Underground Structure for Fault and Failure Detection Using Seismic Condition

Abstract

Abstract: In the scope of this study, an effort was made to determine the impact of the rectangular construction plan columns' size, shape, and orientation on the overall stiffness and seismic response of the shaking building. Using ETABS software, a multistory RC building is modelled with various column sizes, forms (square and rectangular), and orientations (varying crosssectional area at building height) to see how each affects the stiffness and seismic response of the structure. In terms of base movement, overburden displacement, layer deflection, and time period, the analytical results of each model were contrasted.