Abstract:

Curved foundations are a basic type commonly used in prefabricated structures. Prefabricated, the carrier elements are combined with the rolling bases produced in the building field. Stripes are widely used in the manufacturing of industrial structures that are very important to the country’s economy.Transmission of the upper building burden and the horizontal burden that will occur by earthquake movements is important for the stability of the structure. However, in literature there is a limited number of studies on the transmission mechanism in the basin and colon unification area. In addition, these studies have made simplifying acceptance for the calculation of the cargo transfer mechanism in the unit. Therefore, a study was conducted in order to analyze the load transfer mechanism formed in the column and wing base combination area according to the fact. In the combination between the column and the row base, the row-based load from the upper structure has been decided to be analyzed with nonlinear terminals due to the time-changing contact surface and load distribution. ANSYS is programmed that can do non-linear analysis for the study. The results of the analysis are compared with the studies in literature and the design rules of the TS 9967 regulation used in the design of the basic column connectors in our country.

Keywords: