1.5 Youngs et al. (1997)

1) Reference

R. R. Youngs, S. -J. Chiou, W. J. Silva and J. R. Humphrey, 1997, Strong Ground Motion Attenuation Relationships for Subduction Zone Earthquakes, Seismological Research Letters, Vol. 68, No. 1, 58-73.

 

2) Estimated physical parameter

- Peak ground acceleration (Horizontal)

- Acceleration response spectra (h=5%, T=0.075 to 3 sec) (Horizontal)

 

3) Used strong motion data

- Area: Alaska, Chile, cascadia, Japan, Mexico, Peru, Solomon Islands

- Type of earthquake: interface and intraslab

- Period: 1940 – 1992 years

- Number of events: 19

- Number of records: 271

- Magnitude: 5.0 – 8.2

- Epicentral distance: 8.5 – 550 km

 

4) Style of faulting

(a) Interface

(b) Intraslab

 

5) Ground condition

(a) Rock

(b) Shallow Soil

(c) Deep Soil

 

6) Definition of magnitude

Moment magnitude

 

7) Definition of source distance

Closest distance to the rupture surface

 

8) Definition of horizontal component

Geometric mean of two perpendicular horizontal components

 

9) Applicability written in the paper

The attenuation relationships are appropriate for earthquakes of magnitude 5 and greater and for distances of 10 to 500 km.

 

10) Empirical attenuation formula

Table 1.5.1 Attenuation relation for horizontal response spectral acceleration (For Rock)

Period(s)

C1

C2

C3

C4*

C5*

PGA

0.0

0.0

-2.552

1.45

-0.1

0.075

1.275

0.0

-2.707

1.45

-0.1

0.1

1.188

-0.0011

-2.655

1.45

-0.1

0.2

0.722

-0.0027

-2.528

1.45

-0.1

0.3

0.246

-0.0036

-2.454

1.45

-0.1

0.4

-0.115

-0.0043

-2.401

1.45

-0.1

0.5

-0.400

-0.0048

-2.360

1.45

-0.1

0.75

-1.149

-0.0057

-2.286

1.45

-0.1

1.0

-1.736

-0.0064

-2.234

1.45

-0.1

1.5

-2.634

-0.0073

-2.160

1.50

-0.1

2.0

-3.328

-0.0080

-2.107

1.55

-0.1

3.0

-4.511

-0.0089

-2.033

1.65

-0.1

 

Table 1.5.2 Attenuation relation for horizontal response spectral acceleration (For Soil)

Period(s)

C1

C2

C3

C4*

C5*

PGA

0.0

0.0

-2.329

1.45

-0.1

0.075

2.400

-0.0019

-2.697

1.45

-0.1

0.1

2.516

-0.0019

-2.697

1.45

-0.1

0.2

1.549

-0.0019

-2.464

1.45

-0.1

0.3

0.793

-0.0020

-2.327

1.45

-0.1

0.4

0.144

-0.0020

-2.230

1.45

-0.1

0.5

-0.438

-0.0035

-2.140

1.45

-0.1

0.75

-1.704

-0.0048

-1.952

1.45

-0.1

1.0

-2.870

-0.0066

-1.785

1.45

-0.1

1.5

-5.101

-0.0114

-1.470

1.50

-0.1

2.0

-6.433

-0.0164

-1.290

1.55

-0.1

3.0

-6.672

-0.0221

-1.347

1.65

-0.1

4.0

-7.618

-0.0235

-1.272

1.65

-0.1