ORTOGONAL OLMAYAN BİR YAPIDA DEPREM DOĞRULTUSUNUN YAPISAL DAVRANIŞA ETKİSİ
THE EFFECT OF EARTHQUAKE DIRECTION ON STRUCTURAL BEHAVIOR IN A NONORTHOGONAL STRUCTURE

Summary/Abstract: The aim of this study is to investigate the effects of earthquake direction on structural behavior. For this purpose, a four-story non-orthogonal reinforced concrete building was analyzed in the time domain. In accordance with TBDY, which was put into effect in 2019, the preliminary design and dimensioning of the structure in the STA4CAD program was completed and the dynamic analysis of the structure was made in the ZEUS-NL program. In this study, 7 different earthquake recordings with significant ground acceleration values were used. As the first step of the study, the selected earthquake recordings were rotated with 200 increments in the range 0-1800. For this purpose, a formulation prepared on Excel program was used. In the next step, the ZEUS-NL program was developed for the original and transformed earthquake records. By using the results of the analysis, it is aimed to examine the values of beam shear force, column axial force and shear force fold displacements.

• Details
• Contents