Birlikte almanın etkisinin araştırılması takviyeli kesme ve bükme deformasyonları yüksek binalarda beton kesme duvarları yatay yükler altında

The need for buildings is growing in developing nations as their populations and cities expand. Natural disasters like earthquakes can have a negative impact on human civilization. To quote a popular saying, "earthquakes don't kill people; buildings do." This is due to the fact that the majority of earthquake fatalities result from the collapse of buildings. Buildings designed to withstand seismic activity, such as by employing core walls and/or shear walls, should have some lateral stiffness to prevent excessive swaying even during moderate earthquakes. In this thesis, the effect of taking both bending and shear deformations in reinforced concrete shear walls under earthquake load is studied and analysed in four different cases of a 20-story high-rise office building in both directions (X and Y) using the response spectrum dynamic analysis method and Erzincan's 1992 N -S spectra. Shear walls with frames and those with core walls will be examined. According to the calculations, as the shear forces, maximum displacement, and maximum moment for the shear wall and core increased, the stiffness of the structure decreased. Data shows that shear deformations, in comparison to bending deformations (without shear deformations), increase time periods.