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, 15 formulas which are summarized in Table 1.1 are selected and following 10 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

 

Abrahamson & Silva(1997)

Boore et al.(1997)

Spudich
et al.(1999)

Sabetta & Pugliese(1996)

Youngs et al. (1997)

Rinaldis et al. (1998)

Ambraseys (1995)

Ambraseys et al. (1996)

Tectonic Environment

Shallow Crustal

Shallow Crustal

Shallow Crustal

 

Subduction

Extension and Compression

Shallow (h<25km)

Shallow (h<30km)

Style of Faulting

- Reverse
- Reverse/Oblique
- Otherwise

- Strike slip
- Reverse slip
- Mechanism not specified

- Extensional

 

- Interface
- Intra slab

- Normal
- Thrust/Strike slip

 

 

Ground Condition

- Rock or shallow soil
- Deep soil

evaluated by average shear velocity over upper 30m

- Rock
- Soil

- Stiff
- Shallow Alluvium
- Deep Alluvium

- Rock
- Shallow soil
- Deep soil

- Rock
- Alluvium

 

- Rock
- Stiff soil
- Soft soil

Other Effect

Hanging Wall

 

 

 

 

 

 

 

Acceleration

 

Velocity

 

 

 

 

 

 

Sa (5%)


(0.1 - 5.0sec)


(0.1 - 2.0sec)

 

 


(0.075 - 3.0 sec)

 

 


(0.1 - 2.0sec)

Sv (5%)

 

 


(0.1 - 2.0sec)


(0.04 - 4.0sec)

 

 

 

 

Magnitude

Mw

Mw

Mw

5.5£Ms
ML<5.5

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

 

 

 

 

 

 

SourceData

World Wide,
1940-1994,
4.4<M<7.4,
0.1-100km,
58events,
655records

Western North America,
1940-1992,
5.2<M<7.4,
0-118km,
19events,
271records

World Wide,
1940-1995,
5.1<M<7.2,
0-100km,
39events,
142records

Italia,
1940-1992,
4.6<M<6.8,
1.5-110km,
17events,
95records

Alaska, Chile, Cascadia, Japan, Mexico, Peru, Solomon Islands,
1940-1992,
5.0<M<8.2,
8.5-550km,
19events,
271records

Italia&Greece,
4.5<M<7.0,
7-138km,
310records

Europe,
4.5<M<7.0,
1-310km,
334events,
830components

Europe,
1972-1994,
4.0<M<7.9,
0-212km,
157events,
422components

Applicability

 

5.5<M<7.5,
R<80km

R<100km

4.6<M<6.8,
R<100km

5<M,
10<R<500km

4.5<M<7,
10<R<100km

 

 

 

 

 

 

 

 

 

 

 

 

 

Campbell &Bozorgnia (2003)

Fukushima & Tanaka (1990,1992)

Molas & Yamazaki (1995)

Takahashi et al. (2000)

Si & Midorikawa(2000)

Ohno et al. (2001)

Nishimura & Horike (2003), Horike & Nishimura(2004)

 

Tectonic Environment

Shallow Crustal Earthquakes

 

Subduction Earthquakes

 

 

Shallow

 

 

Style of Faulting

- Strike slip/Normal
- Reverse
- Thrust

 

 

 

 

 

 

 

Ground Condition

- Firm rock
- Soft rock
- Very Firm soil
- Firm soil

several ground condition

- Rock
- Hard soil
- Medium soil
- Soft soil

- Rock
- Hard soil
- Medium soil
- Soft soil

Firm ground
Vs 600m/s
(average over the upper 30m)

- Tertially
- Pleistocene
- Holocene

AVS20
- 0-250m/s
- 250-400m/s
- 400-700m/s
- 700m/s -

 

Other Effect

Hanging Wall

 

 

 

 

 

 

 

Acceleration

(ground surface)

 

Velocity

 

 

 

 

Sa (5%)


(0.05 - 4.0sec)

 

 

 

 


(0.2 - 5.0 sec)

 

 

Sv (5%)

 

 

 


(0.05 - 5.0 sec)

 

 

 

 

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

 

 

 

 

 

SourceData

World Wide,
1957-1995,
4.7<M<7.7,
3-60km,
85events, 1403records

Japan & World Wide,
1960-1990,
5.1<M<7.9,
0.1-300km,
Japan 32events, 555records,
World 20events, 278records

Japan(JMA-87),
1988-1993,
4.1<M<7.8,
1-200km,
387events, 2166pairs,
depth
£200km

Japan 1166 records,
5.0<M<8.25,
0.8-300km,
California 166records+Chile 2records,
5.8<M<8.0,
1-200km

Japan,
1968-1997,
5.8<M<8.2,
0-118km,
21events,
acc.1137records,
vel.543records

California,
1940-1994,
4.9<M<7.5,
4-174km,
58events, 662records

Japan(K-NET),
1996-2002,
5.4<M<7.3,
10-200km,
53events

 

Applicability

5.0<M,
R<60km,
shallow crustal earthquake in western
North America and in similor seismically active tectonic regimes world wide

0.1<R<300km

subduction zone earthquake,
depth<200km

 

 

0<R<200km

5.5<M<6.5 and depth<100km,
or
6.5<M<7.3 and crustal,
10<R<300km

 

*1)

A : shortest distance to the rupture surface

 

B : closest horizontal distance to the surface projection of the rupture plane

 

C : shortest distance to the seismogenic zone on the rupture plane

 

D : epicentral distance or hypocentral distance

 

E : Equivalent hypocentral distance