Civil Engineering Reference
In-Depth Information
23.12
Velocity response spectra of the worst ground motion
(Takemura
et al.
, 1999).
600
400
200
0
0
10
20
30
40
50
-200
-400
-600
23.13
Simulated accelerogram of the worst ground motion.
where the system is surrounded by
N
active faults, and the seismic intensity
from each active fault (
k
) is predicted as
S
k
(
M
,
R
,
G
), where
M
,
R
, and
G
are magnitude, focal distance, and site ground condition, respectively. If
earthquakes are ordered according to their acceleration from the largest to
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