1.28 Morikawa et al. (2006)
1)
Reference
Nobuyuki Morikawa, Tatsuo Kanno, Akira
Narita, Hiroyuki Fujiwara and Yoshimitsu Fukushima,
2006, New Additional Correction Terms for Attenuation Relations of Peak
Amplitudes and Response Spectra Corresponding to the Anomalous Seismic
Intensity in
2)
Estimated
physical parameter
- Peak ground acceleration
- Peak ground velocity
- Peak response spectrum (h=5%, T=0.05 to 4.5 sec)
3)
Used
strong motion data
- Area: Pacific plate (in
- Type of earthquake: Interplate, Intraslab
- Period: 1996-2003 years
- Number of events: 35
- Number of records:
- Magnitude: Mw5.5-8.0
- Epicentral distance:
4)
Style
of faulting
Not specified
5)
Ground
condition
Not specified
6)
Definition
of magnitude
Moment magnitude
7)
Definition
of source distance
Shortest distance to the rupture zone
8)
Definition
of horizontal components
Not specified
9)
Applicability
written in the paper
Eastern side of longitude 138 degree east
10) Empirical attenuation formula
P: peak ground acceleration(c/m2),
peak ground velocity (c/m), or 5% damped
response spectral acceleration (c/m2)
G: site amplification ratio
Anew, Sc: correction coefficient
Xvf: distance from observation point to volcanic front
: average
of Xvf
(D>30km) (A1)[*]
pre: peak ground acceleration(c/m2), peak
ground velocity (c/m), or 5% damped
response spectral acceleration (c/m2)
G: site amplification ratio
X: source distance
(A2) [*]
Mw: moment magnitude
(A3) [*]
AVS30: average
shear-wave velocity at 30m depth
n: number of
strata layers down to depth 30m
Hi: thickness of the ith layer (m)
Vsi:
shear-wave velocity of ith
layer (m/s)
Table 1.28-1
Coefficients for attenuation formula
Table 1.28-2 Coefficients for equation (A1) and
(A2) (Kanno et al., 2005)
[*] Kanno et al. (2005) : Determination of an
empirical attenuation relation reflecting average characteristics of strong
ground motion, Proc. International Symposium on Earthquake
Engineering,