international conference on soil liquefaction, november 3-4, 2003
DESCRIPTION
International Conference on Soil Liquefaction, November 3-4, 2003. Estimation of Strong Motion Response Spectra from Weak Motion Data for Earthquakes in Taiwan Yi-Ben Tsai 1 and Hsiao-Ling Chao 2. 1. Institute of Geophysics, National Central University, Chung-Li, Taiwan - PowerPoint PPT PresentationTRANSCRIPT
International Conference on Soil Liquefaction, November 3-4, 2003
1. Institute of Geophysics, National Central University, Chung-Li, Taiwan
2. Seismology Center, Central Weather Bureau, Taipei, Taiwan
Estimation of Strong Motion Response Spectra from Weak Motion Data for Earthqu
akes in Taiwan
Yi-Ben Tsai1 and Hsiao-Ling Chao2
Outlines of my presentationTwo seismic strong motion networks in Taiwan
* 80-station real-time network for rapid reporting.* 650-station free-field network for dense coverage.
Highly repeatable local site response of ground motion* Moderate earthquakes up to M5.8.* Large Chi-Chi aftershocks up to M6.5.
Testing results from M7.6 Chi-Chi earthquake data* Very reliable for distant stations.* Reliable for near-source stations with some exceptions.
Conclusion* Combination of the two networks can provide rapid and
reliable estimation of strong ground motion response spectra.
Purpose: To make use of two excellent strong-motion networks for rapid mapping of dense strong-motion distributions.
For timeliness: Taiwan Rapid Earthquake Information Release System.
For dense coverage: Taiwan Strong Motion Instrumentation Program Network .
Data analyzed: Chi-Chi earthquake,M7.6,396 stations.
6 Chi-Chi aftershocks ,M6.3-6.5,331-375 stations.
Chiayi earthquake, M5.8,336 stations.
Rayli earthquake, M5.7,231 stations.
Event
No.Origin time
(UT)Lat. (°N)
Long. (° E)
Depth (km)
MagnitudeStation
No.ML MW
EQ11999/09/20
17:47:15.8523.853 120.815 8.0 7.06 7.6 396
EQ21999/09/20
18:03:40.8323.806 120.850 9.97 6.26 6.3 331
EQ31999/09/20
18:11:52.7323.899 121.031 5.29 6.35 6.4 366
EQ41999/09/20
18:16:16.4823.866 121.059 8.36 6.33 6.4 357
EQ51999/09/20
21:46:37.3523.564 120.904 4.39 6.22 6.4 345
EQ61999/09/22
00:14:40.5123.826 121.047 15.59 6.47 6.4 375
EQ71999/09/25
23:52:49.5123.826 120.994 20.90 6.44 6.5 367
EQ81999/10/22
02:18:56.5523.496 120.422 23.14 6.07 5.8 336
EQ91998/07/17
04:51:15.0223.503 120.664 5.71 5.90 5.7 231
* means the record in TREIRS station is replaced by the record in free-field station.
Area TREIRS stationFree-field station (reference station)
CHY
TWL
TAI1
PNG
CHY081
CHY078
CHY075
TCUHSN
TCU
TCU081
TCU082
KAUKAU
SGL
KAU045
KAU048
TTNCHK
TTN
TTN014
TTN015
HWAHWA*
ESL*
HWA019
HWA020
ILAILA
TWE*
ILA049
ILA051
TAPTWA*
TWS1*
TAP067
TAP087
0.1 1 10 100Frequency (H z)
0 .1
1
10
Spe
ctra
l Acc
eler
atio
n (g
) V
EW
NS
0.1 1 10 100Frequency (H z)
0 .1
1
10
Spe
ctra
l Acc
eler
atio
n (g
)
0 .1 1 10 100Frequency (H z)
0 .1
1
10
Spe
ctra
l Acc
eler
atio
n (g
)
E Q .1TA P
C H Y
TC U
TTN
K A U
H W A
ILA
0.1 1 10 100Frequency (H z)
0 .1
1
10
Spe
ctra
l Acc
ele
ratio
n (g
)
0 .1 1 10 100Frequency (H z)
0 .1
1
10
Spe
ctra
l Acc
ele
ratio
n (g
)
0 .1 1 10 100Frequency (H z)
0 .1
1
10
Spe
ctra
l Acc
ele
ratio
n (g
)
E Q 1,M w =7.6
E Q 2,M w =6.3
E Q 3,M w =6.4
E Q 4,M w =6.4
E Q 5,M w =6.4
E Q 6,M w =6.4
E Q 7,M w =6.5
E Q 8,M w =5.8
E Q 9,M w =5.7
V
EW
NS
0.1 1 10 100
F r equency (H z )
- 2
- 1
0
1
2
ln (N
AV/
OA
V)
T A P- H or iz ont al
O A V : T A P (L in, 1997) I LA (Chen, 1997) CH Y (Y ang, 1999)N A V : S ix Chichi A f t er shocks
0.1 1 10 100
F r equency (H z )
- 2
- 1
0
1
2
ln (N
AV/
OA
V)
I LA - H or iz ont al
0.1 1 10 100
F r equency (H z )
- 2
- 1
0
1
2
ln (N
AV/
OA
V)
CH Y - H or iz ont al
0.1 1 10 100
F r equency (H z )
- 2
- 1
0
1
2
ln (9
21/O
AV)
T A P- H or iz ont al
O A V : T A P (L in, 1997) I LA (Chen, 1997) CH Y (Y ang, 1999)921 : 921 Chich E ar t hquake
0.1 1 10 100
F r equency (H z )
- 2
- 1
0
1
2
ln (9
21/O
AV)
I LA - H or iz ont al
0.1 1 10 100
F r equency (H z )
- 2
- 1
0
1
2
ln (9
21/O
AV)
CH Y - H or iz ont al
-0 .1
0
0.1
-0.1
0
0.1
-0.1
0
0.1
-0.1
0
0.1
-0.1
0
0.1
-0.1
0
0.1
-0.1
0
0.1
-0.1
0
0.1
0 40 80 120 160
-0.1
0
0.1
Acc
ele
ratio
n (
g)
T im e (sec)
TCU082 (EW )
EQ 1 (M w =7.6, R =36.66km )
EQ 2 (M w =6.3, R =43.06km )
EQ 3 (M w =6.4, R =45.73km )
EQ 4 (M w =6.4, R =50.63km )
EQ 5 (M w =6.4, R =69.04km )
EQ 6 (M w =6.4, R =52.35km )
EQ 7 (M w =6.5, R =52.52km )
EQ 8 (M w =5.8, R =76.52km )
EQ 9 (M w =5.7, R =71.77km )
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 122
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 006
0.1 1 10 100
F r equency (H z )
0.01
0.1
1S
a (g
)T CU 059
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 048
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 070
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 0 8 2
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 089
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 0 72
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 017
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 0 74
0921 ChichiT CU H or iz ont al- component
O bser vedCalculat ed
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 039
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T CU 110
TR EIR S sta tions
0921 ChichiCH Y H or iz ont al- component
Calculat edO bser ved
0.1 1 10 100
F r equency (H z )
0.01
0.1
1S
a (g
)CH Y 019
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 022
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 070
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 014
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 058
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 012
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 079
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 0 67
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 046
0.1 1 10 100F r equency (H z)
0.1
1
Sa
(g)
CH Y 080
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 002
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
CH Y 004
TR E IR S sta tions
0.1 1 10 100
F r equency (H z )
0.01
0.1
Sa
(g)
KA U 0 06
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
KA U 017
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
KA U 032
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
KA U 085
0.1 1 10 100
F r equency (H z )
0.001
0.01
0.1
Sa
(g)
KA U 038
0.1 1 10 100
F r equency (H z )
0.01
0.1
1S
a (g
)
KA U 081
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
KA U 0 74
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
KA U 077
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
KA U 047
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
KA U 054
0.1 1 10 100
F r equency (H z )
0.01
0.1
1S
a (g
)
KA U 008
O bser vedCalculat ed
0921 ChichiKA U H or iz ont al- component
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
KA U 050
TR E IR S sta tions
0921 ChichiT T N H or iz ont al- component
Calculat edO bser ved
0.1 1 10 100
F r equency (H z )
0.01
0.1
1S
a (g
)
T T N 050
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 003
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 018
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 025
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 024
0.1 1 10 100
F r equency (H z )
0.01
0.1
1S
a (g
)T T N 023
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 005
0.1 1 10 100F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 0 33
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 002
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 001
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 020
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T T N 051
TR E IR S sta tions
0921 ChichiH W A H or iz ont al- component
Calculat edO bser ved
0.1 1 10 100
F r equency (H z )
0.01
0.1
1S
a (g
)
H W A 002
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 039
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 034
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 032
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 020
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 017
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 051
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 05 0
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 012
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 025
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 056
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
H W A 058
TR E IR S sta tions
0921 ChichiI LA H or iz ont al- component
Calculat edO bser ved
0.1 1 10 100F r equency (H z)
0.01
0.1
1S
a (g
)I LA 0 07
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
I LA 0 10
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
I LA 0 2 4
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
I LA 0 4 6
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
I LA 0 3 0
0.1 1 10 100
F r equency (H z )
0.01
0.1
1S
a (g
)I LA 0 37
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
I LA 0 42
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
I LA 0 56
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
I LA 0 03
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
I LA 0 54
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
I LA 0 01
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
I LA 0 15
TR EIR S sta tions
0921 ChichiT A P H or iz ont al- component
Calculat edO bser ved
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
T A P0 2 0
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
T A P0 2 8
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T A P0 4 3
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T A P0 5 3
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T A P0 2 4
0.1 1 10 100
F r equency (H z )
0.01
0.1
1S
a (g
)
T A P0 03
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
T A P0 21
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T A P103
0.1 1 10 100
F r equency (H z )
0.01
0.1
1
Sa
(g)
T A P0 59
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
T A P0 84
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
T A P0 0 7
0.1 1 10 100F r equency (H z)
0.01
0.1
1
Sa
(g)
T A P0 41
TR EIR S sta tions
0.1 1 10 100F r equency (H z)
- 2
- 1
0
1
2
ln (O
BS/C
AL)
T A P- H or iz ont al
0.1 1 10 100F r equency (H z)
- 2
- 1
0
1
2
ln (O
BS/C
AL)
I LA - H or izont al
0.1 1 10 100F r equency (H z)
- 2
- 1
0
1
2ln
(OBS
/CA
L)T CU - H or iz ont al
0.1 1 10 100F r equency (H z)
- 2
- 1
0
1
2
ln (O
BS/C
AL)
H W A - H or iz ont al
0.1 1 10 100F r equency (H z)
- 2
- 1
0
1
2
ln (O
BS/C
AL)
CH Y - H or iz ont al
0.1 1 10 100F r equency (H z)
- 2
- 1
0
1
2
ln (O
BS/C
AL)
KA U - H or iz ont al
0.1 1 10 100F r equency (H z)
- 2
- 1
0
1
2
ln (O
BS/C
AL)
T T N - H or izont al
Conclusion
Combination of the two seismic networks can provide rapid and reliable estimation of strong ground motion response spectra for earthquakes in Taiwan.
Thank you very much