Farklı yüksekliğe sahip betonarme binalarda perde duvar yerleşiminin bina davranışına etkisinin doğrusal ve doğrusal olmayan yöntemlerle incelenmesi.

The use of reinforced concrete shear walls is inevitable in earthquake-resistant building design. For this reason, it is important to understand the effect of shear walls used in buildings designed in earthquake zones on structural behaviour. In addition, it is necessary to reveal the behaviours for linear and non-linear calculation methods in buildings with shear walls. In this article, 12 building models were created in 4 different floor plans with 6, 9 and 12 storeys, having frame structural systems with shear walls, respectively, to represent low, medium and high-rise buildings. Linear and nonlinear (pushover and non-linear time history (NTH)) analyses of the created building models were carried out with the Sta4- Cad program and their linear and nonlinear behaviours were compared. The results obtained from linear structural analyses reveal that if shear walls are placed on the outermost axes, they will become more unfavourable as the building height increases. The results obtained from pushover and NTH analyses show that if the placement of the shear walls approaches the centre, the damage level in the beams increases as the building height increases, in contrast with the damage level in the vertical structural elements decreases. In addition, while the effect of beam damage is greater in the pushover analysis at performance levels, it is seen that the damage effect on vertical structural elements is greater in the NTH analysis. [ABSTRACT FROM AUTHOR]