Numerical Evaluation of the Performance for a Different Structural System Against Seismic Movements in Multi-Storey Reinforced Concrete Buildings

In recent years, the devastating earthquakes that occurred in many parts of world have made it even more important design earthquake-resistant structures and earthquake performance assessment existing structures. When innovative systems are examined building design, is seen depending on developments performance-based designs come to fore addition force-based design. This paper provides a new method’s model for multi-storey buildings can achieve same resistance against seismic movements by using less concrete reinforcement SAP2000. Modeling studies braced frame system used steel reinforced with different heights was carried out according 2019 Turkey Building Earthquake Code (TBEC) Turkish Standard 498 (TS 498). modeling 20, 30 40 storey buildings, strength tried be obtained reinforcement. As result studies, has been this system, which determined all models, an advantageous terms both volume, weight stabilization compared shear wall system.