Issue 68

H. Mostafa et alii, Frattura ed Integrità Strutturale, 68 (2024) 19-44; DOI: 10.3221/IGF-ESIS.68.02

gratings. The dimension of the control reinforced concrete slab was taken 2000×2000 mm, and the thickness was assumed to be 250 mm. The column dimensions were 400×400 mm with a height 750 mm.

Figure 20: Experimental and numerical load–deflection curves for all tested specimens.

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