Anti-Impact Performance Enhancement of Two-Way Spanning Slab through the Implementation of Steel Trussed Bars

Table 6

Comparison of acceleration values.

Specimen No	Initial drop acceleration (g)				Ratio^+
	Practical investigation		Computational analysis		%
	Max	Min	Max	Min	Max	Min
Control	90.38	−79.87	88.76	−80.03	1.8	0.2

⁺Ratio = ∣(Experimental value minus numerical value) divided by experimental value∣%.