Estimation of the Impact of the Forces from an External Explosion to Building Faces on the Responses of a 3D Frame Structure

Table 2

The ratio between the responses of individual and overall loads.

		Base reaction (ton)			Base moment (ton·m)		Roof displacement (cm)
		𝑉𝑥	𝑉𝑦	𝐹𝑧	𝑀𝑦	𝑀𝑥	𝑈𝑥	𝑈𝑦	𝑈𝑧
Front	Amount	287.99	0	105	582.06	0	3.97	0	0.05
	Ratio (%)	100	0	36.46	100	0	129.62	0	25.93
Back	Amount	119.89	0	46.94	320.15	0	1.88	0	0.02
	Ratio (%)	41.63	0	16.3	55	0	61.27	0	10.8
Right	Amount	0	168.6	70.3	0	446.14	0	2.81	0.03
	Ratio (%)	0	58.54	24.41	0	76.65	0	91.93	16
Left	Amount	0	168.6	70.3	0	446.14	0	2.81	0.03
	Ratio (%)	0	58.54	24.41	0	76.65	0	91.93	16
Roof	Amount	0.46	0.46	1053.94	0.94	0.94	0	0	0.19
	Ratio (%)	0.16	0.16	365.96	0.16	0.16	0	0	99.64
Overall	Amount	287.99	0.46	1057.82	582.06	0.94	3.06	0	0.19
	Ratio (%)	100	0.16	367.31	100	0.16	100	0	100