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This document summarizes a research study that analyzed a 7-story reinforced concrete building with different cross bracing patterns under seismic loading. The building was modeled and analyzed using ETABS and ANSYS software. The study found that cross bracing significantly increased the structural stiffness and reduced maximum story drift compared to an unbraced building. Different bracing patterns including full bracing, partial bracing, and alternating bracing systems were investigated. The bracing impro

Author

ekabir

Language

EN