An Energy-Based Safety Evaluation Index of Blast Vibration

Table 4

Energy responses of the residential buildings.

Measured points number	Building number	Natural vibration period (s)	Maximum instantaneous input energy (J)	Hysteretic energy (J)
1#	A	0.1428	123.12	2745.44
2#	B	0.1462	45.98	854.35
3#	C	0.1394	17.33	356.32
4#	D	0.1428	131.44	2678.21
5#	E	0.1378	33.65	677.93
6#	F	0.1394	34.13	768.86
7#	G	0.1445	20.66	459.19
8#	H	0.1512	31.28	679.37
9#	I	0.1478	35.76	712.21
10#	J	0.1478	119.76	2338.91
11#	K	0.2302	35.67	697.44
12#	L	0.1411	40.13	754.35
13#	M	0.1428	220.25	2987.19
14#	N	0.1462	39.77	732.87
15#	O	0.1462	215.11	2853.33
16#	P	0.1445	155.54	3022.22
17#	Q	0.1495	113.17	2930.09
18#	R	0.2117	145.76	2871.15
19#	S	0.1411	103.22	2853.87
20#	T	0.1378	143.23	2973.12