Investigation of Performance Analysis of an Existing Building with Nonlinear Method

Abstract

In recent years, civil engineers have been turning to nonlinear static analysis or thrust analysis, which directly estimates the amount and location of plastic flow in a building, repairing or strengthening of structures built before the situation in Turkey and analysis may be required, durability, stiffness or assumptions regarding ductility may not be reliable. In an existing building, seismic performance evaluation was made using nonlinear analysis and a number of results were obtained by considering the capacity spectrum method and the displacement coefficient method as a performance-based analysis method.