A Study of Influence Distance and Road Safety Avoidance Distance from Postearthquake Building Debris Accumulation

Table 5

The influence distance of effective flying stones element and the main influence distance of debris accumulation.

Model working condition	Element	|Xt − X0|	WLmax	Displacement: Z	|Zt − Z0 − Z|	WBmax
11, the three-story structure	9601	6.28	2.22	−0.68	16.97	4.94
	10336	5.87		−0.68	16.89
16, the three-story structure	14593	1.66	0.75	0.13	11.96	3.04
	14594	1.75		0.13	11.84
24, the three-story structure	8728	0.24	1.22	−2.56	0.97	3.41
	10336	2.89		−2.56	7.78
	10324	0.44		−2.56	1.16
	9601	0.94		−2.56	1.29
18, the five-story structure	18194	5.92	1.19	−0.04	11.08	1.76
26, the five-story structure	12499	7.36	1.34	−0.01	9.08	2.64
27, the five-story structure	15594	12.97	1.37	0.03	3.26	3.60
28, the five-story structure	9593	9.70	1.98	−0.02	1.57	4.39
	10038	9.70		−0.02	1.55
17, the seven-story structure	15250	12.70	2.53	−0.41	6.37	10.24
	15254	13.05		−0.41	12.79