Issue 66

A. J. Abdulridha, Frattura ed Integrità Strutturale, 66 (2023) 273-296; DOI: 10.3221/IGF-ESIS.66.17

Figure 4: Plan and 3D elevation of the studied 6-story, 9-story and 12-story with side position of steel X-brace (SS).

Figure 5: Alternative eccentricity of bracing arrangement of EBF’s of steel buildings.

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