Civil Engineering Reference
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0.08
0.07
D b
0.06
0.05
0.04
0.03
0.02
a 0 2
0.01
0
0.0
3.0
6.0
9.0
12.0
15.0
Time (seconds)
0.08
D = Σ t i
0.07
t i
0.06
0.05
0.04
0.03
0.02
a 0 2
0.01
0
0.0
3.0
6.0
9.0
12.0
15.0
Time (seconds)
100
AI f
75
50
25
D s
AI 0
0
0.0
3.0
6.0
9.0
12.0
15.0
Time (seconds)
Figure 3.21 D e fi nition of duration of earthquake strong motion: bracketed ( top ), uniform ( middle ) and signifi cant
( bottom ) duration ( courtesy of Pacifi c Earthquake Engineering Research Center, USA)
 
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