It operates based on finite element analysis code written in C++. The programs provide a variety of analytical capabilities such as static analysis, dynamic analysis, and crane moving analysis. The concept employed for carrying horizontal loads in the superstructure is the core-wall and peripheral shear walls distributed around the structure. The concept employed for transferring the building’s loads to the ground is a raft foundation structure with increased thicknesses in shear-critical areas. Our concept took the structure as a “ductile” wall equivalent system structure. Based on this, our walls were designed as medium class ductile walls and our columns designs also took ductility considerations into account.
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