Abstract
Earthquake-resistant building design is becoming increasingly important as a result of destructive earthquakes. Earthquake, which is a natural event that occurs as a result of geological movements, can turn into a natural disaster according to the behavior of the structures under the influence of earthquakes. In this study, a reinforced wall model was compared with other frame types in order to reduce the earthquake effect on the structures. With this reinforced wall model, the building is intended to be more ductile than shear wall systems and more rigid than bare frame systems. Static Pushover Analysis, which is currently and widely used, was used within the scope of performance-based design. The pushover analysis method is explained in detail and applied to all models. Single-storey frame models in order to make comparisons with the analyzes; The frame modeled with bare frame, shear wall frame and reinforced wall model has two different types, 15x15 and 20x20 ( in centimeters) , in total, 4 models. These models were compared and interpreted in terms of ductility and stiffness.
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