1.8
Ambraseys et al. (1996)
1) Reference
N. N. Ambraseys, K. A. Simpson and J. J. Bommer, 1996, Prediction of Horizontal Response Spectra in Eurpope, Earthquake Engineering and Structural Dynamics, Vol. 25, 371-400.
2) Estimated
physical parameter
- Acceleration response spectra (h=5%, T=0.1 to 2 sec) (Horizontal)
3) Used
strong motion data
- Area:
- Type of earthquake: shallow earthquakes (h < 30km)
- Period: 1972 – 1994 years
- Number of events: 157
- Number of records: 422 components
- Magnitude: 4.0 – 7.9
- Epicentral distance: 0 – 212 km
4) Style
of faulting
Not specified
5) Ground
condition
(a) Rock (Vs > 750m/sec)
(b) Stiff Soil (Vs = 360–750 m/sec)
(c) Soft Soil (Vs = 180–360 m/sec)
Vs : averaged S-wave velocity over the upper 30 m of the site
6) Definition
of magnitude
Surface wave magnitude
7) Definition
of source distance
Large event: Closest distance to the projection of the fault rupture
Small event: Epicentral distance
8) Definition
of horizontal component
Larger of the two horizontal components of the motion
9) Applicability
written in the paper
Not specified.
10) Empirical
attenuation formula
Table
1.8.1 Coefficients for spectral
ordinates
T |
C'1 |
C2 |
h0 |
C4 |
CA |
CS |
s |
0.10 |
-0.84 |
0.219 |
4.5 |
-0.954 |
0.078 |
0.027 |
0.27 |
0.11 |
-0.86 |
0.221 |
4.5 |
-0.945 |
0.098 |
0.036 |
0.27 |
0.12 |
-0.87 |
0.231 |
4.7 |
-0.960 |
0.111 |
0.052 |
0.27 |
0.13 |
-0.87 |
0.238 |
5.3 |
-0.981 |
0.131 |
0.068 |
0.27 |
0.14 |
-0.94 |
0.244 |
4.9 |
-0.955 |
0.136 |
0.077 |
0.27 |
0.15 |
-0.98 |
0.247 |
4.7 |
-0.938 |
0.143 |
0.085 |
0.27 |
0.16 |
-1.05 |
0.252 |
4.4 |
-0.907 |
0.152 |
0.101 |
0.27 |
0.17 |
-1.08 |
0.258 |
4.3 |
-0.896 |
0.140 |
0.102 |
0.27 |
0.18 |
-1.13 |
0.268 |
4.0 |
-0.901 |
0.129 |
0.107 |
0.27 |
0.19 |
-1.19 |
0.278 |
3.9 |
-0.907 |
0.133 |
0.130 |
0.28 |
0.20 |
-1.21 |
0.284 |
4.2 |
-0.922 |
0.135 |
0.142 |
0.27 |
0.22 |
-1.28 |
0.295 |
4.1 |
-0.911 |
0.120 |
0.143 |
0.28 |
0.24 |
-1.37 |
0.308 |
3.9 |
-0.916 |
0.124 |
0.155 |
0.28 |
0.26 |
-1.40 |
0.318 |
4.3 |
-0.942 |
0.134 |
0.163 |
0.28 |
0.28 |
-1.46 |
0.326 |
4.4 |
-0.946 |
0.134 |
0.158 |
0.29 |
0.30 |
-1.55 |
0.338 |
4.2 |
-0.933 |
0.133 |
0.148 |
0.30 |
0.32 |
-1.63 |
0.349 |
4.2 |
-0.932 |
0.125 |
0.161 |
0.31 |
0.34 |
-1.65 |
0.351 |
4.4 |
-0.939 |
0.118 |
0.163 |
0.31 |
0.36 |
-1.69 |
0.354 |
4.5 |
-0.936 |
0.124 |
0.160 |
0.31 |
0.38 |
-1.82 |
0.364 |
3.9 |
-0.900 |
0.132 |
0.164 |
0.31 |
0.40 |
-1.94 |
0.377 |
3.6 |
-0.888 |
0.139 |
0.172 |
0.31 |
0.42 |
-1.99 |
0.384 |
3.7 |
-0.897 |
0.147 |
0.180 |
0.32 |
0.44 |
-2.05 |
0.393 |
3.9 |
-0.908 |
0.153 |
0.187 |
0.32 |
0.46 |
-2.11 |
0.401 |
3.7 |
-0.911 |
0.149 |
0.191 |
0.32 |
0.48 |
-2.17 |
0.410 |
3.5 |
-0.920 |
0.150 |
0.197 |
0.32 |
0.50 |
-2.25 |
0.420 |
3.3 |
-0.913 |
0.147 |
0.201 |
0.32 |
0.55 |
-2.38 |
0.434 |
3.1 |
-0.911 |
0.134 |
0.203 |
0.32 |
0.60 |
-2.49 |
0.438 |
2.5 |
-0.881 |
0.124 |
0.212 |
0.32 |
0.65 |
-2.58 |
0.451 |
2.8 |
-0.901 |
0.122 |
0.215 |
0.32 |
0.70 |
-2.67 |
0.463 |
3.1 |
-0.914 |
0.116 |
0.214 |
0.33 |
0.75 |
-2.75 |
0.477 |
3.5 |
-0.942 |
0.113 |
0.212 |
0.32 |
0.80 |
-2.86 |
0.485 |
3.7 |
-0.925 |
0.127 |
0.218 |
0.32 |
0.85 |
-2.93 |
0.492 |
3.9 |
-0.920 |
0.124 |
0.218 |
0.32 |
0.90 |
-3.03 |
0.502 |
4.0 |
-0.920 |
0.124 |
0.225 |
0.32 |
0.95 |
-3.10 |
0.503 |
4.0 |
-0.892 |
0.121 |
0.217 |
0.32 |
1.00 |
-3.17 |
0.508 |
4.3 |
-0.885 |
0.128 |
0.219 |
0.32 |
1.10 |
-3.30 |
0.513 |
4.0 |
-0.857 |
0.123 |
0.206 |
0.32 |
1.20 |
-3.38 |
0.513 |
3.6 |
-0.851 |
0.128 |
0.214 |
0.31 |
1.30 |
-3.43 |
0.514 |
3.6 |
-0.848 |
0.115 |
0.200 |
0.31 |
1.40 |
-3.52 |
0.522 |
3.4 |
-0.839 |
0.109 |
0.197 |
0.31 |
1.50 |
-3.61 |
0.524 |
3.0 |
-0.817 |
0.109 |
0.204 |
0.31 |
1.60 |
-3.68 |
0.520 |
2.5 |
-0.781 |
0.108 |
0.206 |
0.31 |
1.70 |
-3.74 |
0.517 |
2.5 |
-0.759 |
0.105 |
0.206 |
0.31 |
1.80 |
-3.79 |
0.514 |
2.4 |
-0.730 |
0.104 |
0.204 |
0.32 |
1.90 |
-3.80 |
0.508 |
2.8 |
-0.724 |
0.103 |
0.194 |
0.32 |
2.00 |
-3.79 |
0.503 |
3.2 |
-0.728 |
0.101 |
0.182 |
0.32 |