Structure-ground interaction of school structures under earthquake effect

In this study, a 4-storey basement curtain wall school building was modeled based on realistic data. Again, considering the most realistic data from Kadıköy and Arnavutköy grounds in Istanbul, the foundation and load-bearing systems of the structure were drawn in accordance with the design. In addition, 52-second 1999 Gölcük earthquake acceleration records obtained from open sources were used in order to ensure that the earthquake effect was healthy. In the thesis study, it is clear that the importance of structure-ground interaction affects economic and social paradigms as well as life. The study consists of five sections. After the introduction, the purpose and literature review were made and only some of the numerous sources could be included here. In the second section, explanations, formulas and features that were seen to be important throughout this study such as ground, earthquake effects etc. were included. In the third section, a process was run with finite element analysis programs called plaxis, sta4cad and sap2000, which are widely used in engineering on structure and ground. In the first part of this section, the structure was modeled in the plaxis program and the structure was analyzed in 3 different structural performances on two different grounds. In the other part, the nonlinear analyzes of our structure for two different grounds were examined with the help of the sta4cad program. In the last part, the moment, shear force and point displacements of the structure for a total of three cases on different grounds were tried to be reached with the linear and nonlineer analysis method with the help of the sap2000 program. The fourth part is included in our study as the conclusion and suggestion section.