The determination of seismic performance of single-story masonry building

Abstract

Unreinforced masonry buildings are important for preserving traditional construction techniques for future generations. However, such buildings are generally inadequate against earthquake loads. In this study, a comprehensive evaluation was conducted, taking into account the building's current condition, material properties, and geometric structure. The existing condition of the single-story building and the necessary structural data were collected. In light of these data, various earthquake analyses were performed on the structure. Modern engineering methods, such as response spectrum analysis, nonlinear static pushover analysis, and kinematic analysis, were used. The results showed that high stresses and deformations occurred in certain areas of the structure. In particular, the analyses aimed at identifying weak areas and potential collapse mechanisms revealed critical points in the structure. Based on these findings, recommendations were developed for strengthening the building. Retrofitting strategies include approaches such as improving the structural system, increasing material strength, and integrating new technologies. This study serves as an important guide for assessing the seismic performance of residential buildings and provides a foundation for future research.