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This thesis investigates the impact of beam strength on the seismic performance of two-story X-braced frames (TSXBFs), which are commonly used in high seismicity areas. The study involves the design and analysis of TSXBFs subjected to various earthquake ground motions, focusing on the seismic demands on brace-intersected beams and their effects on overall structural response. The findings indicate that weak beams in TSXBFs can lead to significant inelastic deformations and complicate the expected deformatio

Author

Ümitcan Uygun

Language

EN