1.
Empirical attenuation formula for estimating PGA, PGV and response spectra
Many researchers have studied the attenuation characteristics of strong ground motion for a long time. They proposed many empirical attenuation formulas to estimate peak ground acceleration (PGA), peak ground velocity (PGV) and response spectra. Several formulas are selected and shown in this page according to the following criterion;
- Published recently,
- Applicable to near-source region,
- Based on the observed record in wide area,
- Referred or applied frequently.
Finally, thirty-one formulas which are summarized in Table 1.1 are selected and following ten items are compiled.
1) Reference
2) Estimated physical parameter
3) Used strong motion data
4) Style of faulting
5) Ground condition
6) Definition of magnitude
7) Definition of source distance
8) Definition of horizontal component
9) Applicability written in the paper
10) Empirical attenuation formula
Table
1.1 Summary of empirical
attenuation formula
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Tectonic
Environment |
Shallow
Crustal |
Shallow
Crustal |
Shallow
Crustal |
|
Subduction |
Extension
and Compression |
Shallow
(h<25km) |
Shallow
(h<30km) |
|
Style of
Faulting |
- Reverse |
- Strike
slip |
-
Extensional |
|
- Interface |
- Normal |
|
|
|
Ground
Condition |
- Rock or
shallow soil |
evaluated by
average shear velocity over upper 30m |
- Rock |
- Stiff |
- Rock |
- Rock |
|
- Rock |
|
Other Effect |
Hanging Wall |
|
|
|
|
|
|
|
|
Acceleration |
○ |
○ |
○ |
○ |
○ |
○ |
○ |
|
|
Velocity |
|
|
|
○ |
|
○ |
|
|
|
Sa (5%) |
○ |
○ |
|
|
○ |
|
|
○ |
|
Sv (5%) |
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|
○ |
○ |
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|
Magnitude |
Mw |
Mw |
Mw |
5.5£Ms |
Mw |
Ms, Mw |
Ms |
Ms |
|
Distance *1) |
A |
B |
B |
B, D |
A |
D |
B, D |
B, D |
|
Component |
H |
○(geometric
mean) |
○(random
horizontal component) |
○(geometric
mean) |
○(larger) |
○(geometric
mean) |
○ |
○ |
○(larger) |
V |
○ |
|
|
○ |
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SourceData |
World Wide, |
Western
North America, |
World Wide, |
Italia, |
|
Italia&Greece, |
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Applicability |
|
5.5<M<7.5, |
R<100km |
4.6<M<6.8, |
5<M, |
4.5<M<7, |
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Tectonic
Environment |
Shallow
Crustal Earthquakes |
|
Subduction
Earthquakes |
|
|
Shallow |
|
|
|
Style of
Faulting |
- Strike
slip/Normal |
|
|
|
|
|
|
|
|
Ground
Condition |
- Firm rock |
several
ground condition |
- Rock |
- Rock |
Firm ground |
- Tertially |
AVS20 |
|
|
Other Effect |
Hanging Wall |
|
|
|
|
|
|
|
|
Acceleration |
○ |
○ |
○ |
○ |
○(ground
surface) |
○ |
○ |
|
|
Velocity |
|
|
○ |
|
○ |
○ |
○ |
|
|
Sa (5%) |
○ |
|
|
|
|
○ |
|
|
|
Sv (5%) |
|
|
|
○ |
|
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|
|
Magnitude |
Mw |
MJ,
Mw, Ms |
MJ |
Mw |
Mw |
Mw |
MJ |
|
|
Distance *1) |
B |
A |
A |
A, D |
A, E |
E |
D |
|
|
Component |
H |
○(geometric
mean) |
○(average) |
○(larger) |
○(geometric
mean) |
○(larger) |
○(independent
data) |
○(average) |
|
V |
○ |
|
|
|
|
○ |
○ |
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|
SourceData |
World Wide, |
Japan &
World Wide, |
Japan(JMA-87), |
Japan 1166
records, |
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Applicability |
5.0<M, |
0.1<R<300km |
subduction
zone earthquake, |
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|
0<R<200km |
5.5<M<6.5
and depth<100km, |
|
|
*1) |
A : shortest
distance to the rupture surface |
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B : closest
horizontal distance to the surface projection of the rupture plane |
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C : shortest
distance to the seismogenic zone on the rupture plane |
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D : epicentral
distance or hypocentral distance |
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E :
Equivalent hypocentral distance |
Author |
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Tectonic Environment |
|
Sallow crustal |
Shallow crustal |
Crustal Intra-plate Inter-plate |
|
Crustal Interface Slab |
Shallow crustal Intra-plate Inter-plate |
|
Style of Faulting |
- Strike-slip - Reverse-slip |
- Reverse - Strike-slip - - Unknown |
- Reverse - Strike-slip - - Unknown |
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|
- Reverse - Strike-slip - - Unknown |
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|
Ground Condition |
|
- Rock - Soil - Soft soil |
- Rock - Soil - Soft soil |
Stiff site (AVS30 is
about 600m/s) |
|
- Rock - Hard soil - Medium soil - Soft soil |
|
|
Other Effect |
|
|
|
|
|
|
|
|
Acceleration |
|
|
○ |
○ |
○ |
○ |
○ |
|
Velocity |
|
○ |
|
○ |
|
|
|
|
Sa (5%) |
○ (0.3, 1.0, 3.0sec) |
|
|
|
○ (0.05-3.00sec) |
○ (0.02-5.00sec) |
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|
Sv (5%) |
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Magnitude |
Mw |
Mw |
Mw |
Mw |
MJ |
Mw |
MJ |
|
Distance |
closest distance to the
vertical projection of rupture |
closest horizontal
distance |
closest horizontal
distance |
fault distance |
hypocentral distance |
source distance |
hypocentral distance |
|
Component |
H |
○ (average) |
|
○ |
○ (larger) |
○ (larger) |
○ (geometric mean) |
○ |
V |
|
○ |
|
|
○ |
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Source Data |
1934-1994, 5.1<Mw<7.5, 28events, |
1976-2002, 4.5<Mw<7.4, 47events, 100records |
1976-2003, 4.0<Mw<7.4, 57events, 112records |
1968-2001, 5.5<M<8.3, depth3-120km, 33events, PGA 3335redords, PGV
1980redords |
1996 June -2003 December, 4.0<MJ<5.6, depth8-43km, 42events, acc.667records, |
Iran, Mw>5.0, depth<162km, 249events, 4192records, |
and 1997-2003, 5.0<MJ<8.0, depth8-122km, 65events |
|
Applicability |
|
closest horizontal
distance <200km Mw4.5-7.5, |
closest horizontal
distance <250km, Mw 4.0-7.5 |
|
eastern margin of |
depth <120km |
|
Author |
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Tectonic Environment |
|
|
Crustal earthquake |
|
|
|
Style of Faulting |
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|
Ground Condition |
Rock |
|
TWN area : whole CHY area : southwestern Taiwan IWA area : northeastern Taiwan NTO area : central |
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|
Other Effect |
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|
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Acceleration |
○ |
○ |
○ |
○ |
|
|
Velocity |
|
○ |
○ |
○ |
|
|
Sa (5%) |
○ (0.04-20sec) |
○ (0.05-2sec) |
|
○ (0.05-5.00sec) |
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|
Sv (5%) |
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|
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|
○(1%) (2-20sec) |
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Magnitude |
ML |
ML |
Mw |
Mw |
Mw |
|
Distance |
epicentral distance |
epicentral distance or closest horizontal
distance to the vertical projection of the rupture |
hypocentral distance |
source distance |
source distance |
|
Component |
H |
○ |
○ |
○ |
○ |
○ |
V |
|
○ |
○ |
|
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Source Data |
1991-2001, 5.0<M<7.5, 38events, 522records |
1976-2002, 2.5<ML<6.3, 240events, PVA 3168records, horizontal components
1402records |
1993-2002, 4.0<Mw<7.1, depth2.7-30km, 51events, three components >7900 |
Mw>5.5, 184events, 11542records, |
1964-2004, 6.9<Mw<8.2(Subduction), 5.8<Mw<6.9(Crustal), depth0-58.5km 21event, |
|
Applicability |
|
2.5<ML<6.3, 0<R<130km |
|
|
|
Author |
||||||
Tectonic Environment |
Inter-plate Slab |
|
Crustal Interface Slab |
Shallow crustal |
||
Style of Faulting |
|
|
- Reverse - Strike-slip - - Unknown |
Normal-Normal Oblique (30deg. < rake < 150deg.) Reverse-Reverse Oblique (-150deg. < rake < -30deg.) |
||
Ground Condition |
|
Vs 500m/s (average over the upper
30m) |
- Rock - Hard soil - Medium soil - Soft soil |
Represented by AVS30 |
||
Other Effect |
|
|
|
Hanging-wall effect Basin response effect Linear-Non Linear site response |
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Acceleration |
○ |
|
○ |
○ |
||
Velocity |
○ |
|
|
○ |
||
Sa (5%) |
○ (0.05-0.45sec) |
○ (0.02-5.0sec) |
○ (0.05-5.00sec) |
○ (0.01-10.00sec) |
||
Sv (5%) |
|
|
|
|
||
Magnitude |
Mw |
Mw |
Mw |
Mw |
||
Distance |
source distance |
shortest distance to the
rupture surface |
source distance |
AB |
||
Component |
H |
|
○ (geometric mean) |
○ (geometric mean) |
GMRot150 (Boore etal., 2006): Orientation-independent geometrio mean horizontal component |
|
V |
|
|
|
× |
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Source Data |
1996-2003, 5.5<Mw<8.0, depth30-150km, 35events |
1968-2003, 5.5<Mw<8.3 depth3-122km, 52events, 3198records |
-2003, depth 249events, 4518records, 20events, 208records |
- Area: World wide - Period: 1952-2003 years - Number of events: 64 - Numver of records: 1561 - Magnitude: 4.3-7.9 - rupture distance: 0.1-199km |
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Applicability |
correction coefficient for
empirical attenuation relations by Kanno et al.(2005). |
|
depth < 120km |
The model to be appropriate for estimating PGA. PGV. PGD and
linear elastic response spectra (T=0.01!! 10 s) for shallow continental earthquakes occurring in westem North America
and other regimes of similar active tectonics.
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