In general, steel shear walls have expanded due to the proper functioning as a resistance to earthquake and wind forces. These structures bear the burden of lateral loads. Also, due to architectural and structural reasons such as lack of space, architectural design constraints or the needs of the facility, the presence of openings in steel shear walls is inevitable. Due to the nature of near-fault and near-fault earthquakes on the structures, in this research, the aim of this study is to investigate the effect of openings in terms of dimensions and their location on seismic behavior of shear walls under the influence of near-earthquakes. To fault and also far from the fault. For analyzing models, the application of finite element software in Abakvs has been used and thirteen design models and main parameters affecting the behavior of open and unplugged shear walls have been studied. In this research, the effect of three near-field earthquakes and three districts of the earth's districts, including stress, strain, displacement, base cutting, and lost energy has been investigated. It was noted that the near-earthquake has significant effects on structural features.
In this study, 13 models were constructed, each under the influence of three earthquakes and three close earthquakes. This research is also based on the nature and method of data collection, including descriptive-survey research