TVSD1de1

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[ ]=

++−−+=

+=

π=

≥

≥

=

==

=

==

=

==

=

−−= μμ

μμ

H/V AALJ

0

2

4

6

8

10

12

14

0.01 0.1 1 10

Periodo T (s)

Raz

ón e

spec

tral

(H/V

)

H/V NCHI

0

2

4

6

8

10

12

14

16

18

0.01 0.1 1 10

Periodo T (s)

Razó

n es

pect

ral H

/VH/V ESTE

0

1

2

3

4

5

6

7

0.01 0.1 1 10

Periodo T (s)

Raz

ón e

spec

tral

H/V

H/V NJIN

0

2

4

6

8

10

12

14

0.01 0.1 1 10Periodo T (s)

Raz

ón e

spec

tral H

/V

H/V SFRA

0

2

4

6

8

10

12

14

16

0.01 0.1 1 10

Periodo T (s)

Raz

ón e

spec

tral

H/V

H/V NGRA

0

1

2

3

4

5

6

7

0.01 0.1 1 10

Periodo T (s)

Raz

ón e

spec

tral

H/V

=

≥

©

≥

Moment magnitude vs. hypocentral distance, shalow crustal, soil types

3

3.5

4

4.5

5

5.5

6

6.5

7

7.5

8

1 10 100 1000

Hypocentral distance (km)

Mw

soft hard rock

Moment magnitude vs. hypocentral distance, shalow crustal

3

3.5

4

4.5

5

5.5

6

6.5

7

7.5

8

1 10 100 1000

Hypocentral distance (km)

Mw

Central America

Geometrical mean PGA vs. hypocentral distance, shalow crustal, magnitude ranges

0.1

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A c(

cm/s

s)

4 - 4.9 5 - 5.9 6 - more

Geometrical mean PGA vs. hypocentral distance, shalow crustal, soil types

0.1

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A c(

cm/s

s)

soft hard rock

Caso 1: 3 4 b1 b2 b3 b4 b5 b6 b7 b8 SD -0.22828 0.65261 -0.01377 -1.09463 -0.00018 3.26359 0.16439 0.1123 0.42242928

Caso 2: 2 4 b1 b2 b3 b4 b5 b6 SD 0.18508 0.50472 -1.11803 3.59823 0.1646 0.11278 0.42157614

Caso 3: 3 2 b1 b2 b3 b4 b5 b6 b7 b8 SD 1.45279 0.18577 0.02808 -1.37805 0.00147 5.63257 0.14036 0.11862 0.46326974

Caso 4: 2 2 b1 b2 b3 b4 b5 b6 SD 0.38662 0.48772 -1.15454 -3.57197 0.13484 0.10846 0.45912871

Caso 5: 3 1 b1 b2 b3 b4 b5 b6 b7 b8 SD -0.18751 0.55613 -0.0058 -0.92783 -0.00075 2.30174 0.21954 0.11735 0.4086

Caso 6: 2 1 b1 b2 b3 b4 b5 b6 SD 0.12602 0.49081 -1.03591 4.22442 0.22075 0.11742 0.4078

Comparison for crustal, rock, Mw = 6

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

Case 1Case 2Case 3Case 4Case 5Case 6

Comparison for crustal, rock

0.01

0.1

1

10

100

1000

10000

0.1 1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

Case 6 M6Case 5 M6Case 6 M5Case 5 M5 Case 6 M7Case 5 M7

Comparison for crustal, rock, Mw = 5

0.1

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

Case 5Case 6Case 1

Comparison for crustal, rock, Mw = 7

1

10

100

1000

10000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

Case 5Case 6Case 1

Comparison different inversion methods, rock

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

Douglas M6 SigmaPlot M6 Douglas M7SigmaPlot M7 Douglas M5 SigmaPlot M5

Cru

stal

, roc

k, M

w =

6, c

ase

6

110100

1000

110

100

1000

Hypo

cent

ral d

ista

nce

(km

)

GM PGA (cm/s/s)ro

ckro

ck +

SD

rock

- S

D

Cru

stal

, har

d, M

w =

6, c

ase

6

110100

1000

110

100

1000

Hypo

cent

ral d

ista

nce

(km

)

GM PGA (cm/s/s)

hard

hard

+ S

Dha

rd -

SD

Cru

stal

, sof

t, M

w =

6, c

ase

6

110100

1000

1000

0

110

100

1000

Hyp

ocen

tral

dis

tanc

e (k

m)

GM PGA (cm/s/s)

soft

soft

+ S

Dso

ft - S

D

Cru

stal

, soi

ls, M

w =

6, c

ase

6

110100

1000

110

100

1000

Hyp

ocen

tral

dis

tanc

e (k

m)

GM PGA (cm/s/s)

rock

hard

soft

Comparison crustal, rock, Mw = 6, GM PGA

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

this studySchmidt et al, 1997Dahle 1995Zhao 2006Spudich 1999

Log(obs)-Log(pred), crustal

y = -0.2368Ln(x) + 0.8923-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

1 10 100 1000

hypocentral distance (km)

resi

dual

s

Log(obs)-Log(pred), crustal

y = -0.1276x + 0.6376-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5

3 4 5 6 7 8

magnitude

resi

dual

s

±

Crustal, rock, Mw = 6, case 6, PSA 1hz

0.1

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PSA

(cm

/s/s

)

rockrock + SDrock - SD

Crustal, soils, Mw = 6, case 6

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PSA

(cm

/s/s

)

rockhardsoft

Log(obs)-Log(pred), crustal, 1Hz PSA

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

1 10 100 1000

hypocentral distance (km)

resi

dual

s

Log(obs)-Log(pred), crustal, 1Hz PSA

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

3 4 5 6 7 8

magnitude

resi

dual

s

Comparison crustal, rock, Mw = 6, GM, PSA 1 Hz

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PSA

(cm

/s/s

)

this studySchmidt et al, 1997Dahle 1995Zhao 2006Spudich 1999

Crus

tal,

M=5

, D=1

0 km

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)ro

ckha

rdso

ft

Cru

stal

, M=5

, D=5

0 km

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Cru

stal

, M=5

, D=1

00 k

m

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Crus

tal,

M=7

, D=1

0 km

0.010.1110100

1000

1000

0 0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Crus

tal,

M=7

, D=5

0 km

0.010.

1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Cru

stal

, M=7

, D=1

00 k

m

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Crus

tal,

M=6

, D=1

0 km

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Crus

tal,

M=6

, D=5

0 km

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Cru

stal

, M=6

, D=1

00 k

m

0.010.

1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Coef C1 vs. period

-4

-3.5

-3

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

0.01 0.1 1 10

period

C1

Coef C2 vs. period

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0.01 0.1 1 10

period

C2

Coef C3 vs. period

-1.16

-1.14

-1.12

-1.1

-1.08

-1.06

-1.04

-1.02

-1

-0.98

0.01 0.1 1 10

period

C3

Coef C4 vs. period

0

1

2

3

4

5

6

7

8

9

10

0.01 0.1 1 10

period

C4

SD vs. period

0

0.1

0.2

0.3

0.4

0.5

0.6

0.01 0.1 1 10

period

SD

Soil coefficients, crustal

0

0.5

1

1.5

2

2.5

3

3.5

4

0.01 0.1 1 10

period (s)

Am

plifi

catio

n

hard soft

Crustal, Mw=6, D=50 km, rock

0.01

0.1

1

10

100

1000

0.01 0.1 1 10

period (s)

GM

PSA

(cm

/s2)

this study Schmidt 1997 Dahle 1995 Zhao 2006

Crustal, Mw=6, D=50 km, hard

0.01

0.1

1

10

100

1000

0.01 0.1 1 10

period (s)

GM

PSA

(cm

/s2)

this study Schmidt 1997 Zhao 2006

Crustal, Mw=6, D=50 km, soft

0.01

0.1

1

10

100

1000

0.01 0.1 1 10

period (s)

GM

PSA

(cm

/s2)

this study Schmidt 1997 Dahle 1995 Zhao 2006

Crustal, Mw=7, D=10 km, rock

1

10

100

1000

0.01 0.1 1 10

period (s)

GM

PSA

this study CSCR 2002

1

10

100

1000

10000

0.01 0.1 1 10

period (s)

GM

PSA

(cm

/s2)

this study M7 D 10 CSCR 2002 this study M7 D50

Crustal, Mw=7, D=10 km, hard

1

10

100

1000

10000

0.01 0.1 1 10

period (s)

GM

PSA

this study CSCR 2002

Moment magnitude vs. hypocentral distance, subduction

3

3.5

4

4.5

5

5.5

6

6.5

7

7.5

10 100 1000

Hypocentral distance (km)

Mw

Costa Rica

Moment magnitude vs. hypocentral distance, subduction

3

3.5

4

4.5

5

5.5

6

6.5

7

7.5

10 100 1000

Hypocentral distance (km)

Mw

soft hard rock

Geometrical mean PGA vs. hypocentral distance, subduction

0.1

1

10

100

1000

10 100 1000

Hypocentral distance (km)

GM

PG

A c

(cm

/ss)

soft hard rock

Geometrical mean PGA vs. hypocentral distance, subduction, magnitude ranges

0.1

1

10

100

1000

10 100 1000

Hypocentral distance (km)

GM

PG

A c(

cm/s

s)

4 - 4.9 5 - 5.9 6 - more

Caso 1: 3 2 b1 b2 b3 b4 b5 b6 b7 b8 SD 3.23497 0.63887 -0.02439 -2.85607 0.00744 38.28745 0.14435 -0.02726 0.413

Caso 2: 2 2 b1 b2 b3 b4 b5 b6 SD 0.67366 0.38804 -0.88246 12.35314 0.14972 -0.01721 0.418

Caso 3: 3 1 b1 b2 b3 b4 b5 b6 b7 b8 SD -1.19277 1.02348 -0.04511 -0.96722 -0.00233 13.53483 0.35693 0.1152 0.351

Caso 4: 2 1 b1 b2 b3 b4 b5 b6 SD 1.0597 0.54079 -1.57902 26.73778 0.36179 0.10591 0.352

Caso 5: 13 1 b1 b2 b3 b4 b5 SD 0.49807 0.5371 -1.30061 0.35955 0.11626 0.352

Comparison for subduction, rock, Mw = 6

1

10

100

1000

10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

Case 2Case 4Caso 5

±

Comparison for subduction, rock, Mw = 5

0.1

1

10

100

1000

10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

Case 2Case 4Caso 5

Comparison for subduction, rock, Mw = 7

1

10

100

1000

10000

10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

Case 2Case 4Case 5

Sub

du, r

ock,

Mw

= 6

, cas

e 5,

PG

A

110100

1000

1000

0

110

100

1000

Hypo

cent

ral d

ista

nce

(km

)

GM PGA (cm/s/s)ro

ckro

ck +

SD

rock

- S

D

Sub

du, h

ard,

Mw

= 6

, cas

e 5,

PG

A

110100

1000

1000

0

110

100

1000

Hypo

cent

ral d

ista

nce

(km

)

GM PGA (cm/s/s)

hard

hard

+ S

Dha

rd -

SD

Sub

du, s

oft,

Mw

= 6

, cas

e 5,

PG

A

110100

1000

1000

0

110

100

1000

Hyp

ocen

tral

dis

tanc

e (k

m)

GM PGA (cm/s/s)

soft

soft

+ S

Dso

ft - S

D

Sub

du, s

oils

, Mw

= 6

, cas

e 5,

PG

A

110100

1000

1000

0

110

100

1000

Hyp

ocen

tral

dis

tanc

e (k

m)

GM PGA (cm/s/s)

rock

hard

soft

Log(obs)-Log(pred), subdu

-1.5

-1

-0.5

0

0.5

1

1.5

10 100 1000

hypocentral distance (km)

resi

dual

s

Log(obs)-Log(pred), subdu

-1.5

-1

-0.5

0

0.5

1

1.5

3 4 5 6 7 8

magnitude

resi

dual

sComparison subdu crustal, Mw = 6, PGA

1

10

100

1000

10000

1 10 100 1000

Hypocentral distance (km)

GM

PSA

(cm

/s/s

)

crust-rockcrust-hardcrust-softsubdu-rocksubdu-hardsubdu-soft

±

Comparison subdu, rock, Mw = 6, PGA

0.1

1

10

100

1000

10000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

this study Schmidt et al, 1997 Dahle 1995 Zhao 2006Garcia 2005 Atkinson 2003 Cepeda 2004

±

Subdu, rock, Mw = 6, case 5, PSA 1 Hz

0.1

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PSA

(cm

/s/s

)

rockrock + SDrock - SD

Subdu, soils, Mw = 6, case 5, PSA, 1Hz

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)G

M P

SA (c

m/s

/s)

rockhardsoft

Log(obs)-Log(pred), subdu

-1.5

-1

-0.5

0

0.5

1

1.5

2

10 100 1000

hypocentral distance (km)

resi

dual

s

Log(obs)-Log(pred), subdu

-1.5

-1

-0.5

0

0.5

1

1.5

2

3 4 5 6 7 8

magnitude

resi

dual

s

Comparison subdu crustal, Mw = 6, PSA 1 Hz

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PSA

(cm

/s/s

)

crustal-rockcrustal-hardcrustal-softsubdu-rocksubdu-hardsubdu-soft

Comparison subdu, rock, Mw = 6, PSA 1Hz

0.1

1

10

100

1000

10000

1 10 100 1000Hypocentral distance (km)

GM

PSA

(cm

/s/s

)

this study Schmidt et al, 1997 Dahle 1995Zhao 2006 Garcia 2005 Atkinson 2003

Sub

du, M

=5, D

=25

km

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Sub

du, M

=7, D

=25

km

0.010.1110100

1000

1000

0 0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Sub

du, M

=6, D

=25

km

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Su

bd

ul,

M=5

, D=5

0 k

m

0.010.1110100

1000

0.01

0.1

110

pe

rio

d (

s)

GM PSA (cm/s2)

rock

hard

soft

Su

bd

u, M

=7, D

=50

km

0.010.

1110100

1000

1000

0 0.01

0.1

110

pe

rio

d (

s)

GM PSA (cm/s2)

rock

hard

soft

Su

bd

u, M

=6, D

=50

km

0.010.1110100

1000

0.01

0.1

110

pe

rio

d (

s)

GM PSA (cm/s2)

rock

hard

soft

Subd

u, M

=5, D

=100

km

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Sub

du, M

=7, D

=100

km

0.010.1110100

1000

1000

0 0.01

0.1

110

peri

od

(s)

GM PSA (cm/s2)

rock

hard

soft

Subd

u, M

=6, D

=100

km

0.010.1110100

1000

0.01

0.1

110

peri

od (s

)

GM PSA (cm/s2)

rock

hard

soft

Coef C1 vs. period

-5

-4

-3

-2

-1

0

1

2

0.01 0.1 1 10

period

C1

Coef C2 vs. period

0

0.2

0.4

0.6

0.8

1

1.2

0.01 0.1 1 10

period

C2

Coef C3 vs. period

-1.6

-1.4

-1.2

-1

-0.8

-0.6

-0.4

-0.2

0

0.01 0.1 1 10

period

C3

SD vs. period

0

0.1

0.2

0.3

0.4

0.5

0.6

0.01 0.1 1 10

period

SD

Soil coefficients, subdu

0

0.5

1

1.5

2

2.5

3

3.5

4

4.5

5

0.01 0.1 1 10

period (s)

GM

PSA

(cm

/s2)

hard soft

Crustal and subduction, D=50 km, rock

0.01

0.1

1

10

100

1000

0.01 0.1 1 10

period (s)

GM

PSA

(cm

/s2)

crustal M6 subdu M6 crustal M5subdu M5 crustal M7 subdu M7

Crustal and subduction, M=6, D=100 km, rock

0.01

0.1

1

10

100

1000

0.01 0.1 1 10period (s)

GM

PS

A (c

m/s

2)

crustal M6 subdu M6 crustal M5crustal M7 subdu M5 crustal M7

Subdu, Mw=6, D=50 km, rock

0.01

0.1

1

10

100

1000

0.01 0.1 1 10

period (s)

GM

PSA

(cm

/s2)

this study Schmidt 1997 DahleZhao 2006 Garcia 2005

Subdu, Mw=6, D=50 km, soft

0.01

0.1

1

10

100

1000

0.01 0.1 1 10

period (s)

GM

PSA

(cm

/s2)

this study Schmidt 1997 Dahle 1995 Zhao 2006

1

10

100

1000

10000

0.01 0.1 1 10

GM

PSA

(cm

/s2)

period (s)

Subdu Mw=7 D=25 Km, rock

CSCR 2002 this study

1

10

100

1000

10000

0.01 0.1 1 10

GM

PS

A (c

m/s

2)

period (s)

Subdu, Mw=7, D=25 km, soft

this study CSCR 2002

Mw vs. hypocentral distance

4

4.5

5

5.5

6

6.5

7

7.5

8

1 10 100 1000

Hypocentral Distance (Km)

Mag

nitu

d (M

w)

Central America Mexico

Mw vs. hypocentral distance, soil type

4

4.5

5

5.5

6

6.5

7

7.5

8

1 10 100 1000

Hypocentral Distance (Km)

Mag

nitu

de (M

w)

soft hard rock

Mw vs. hypocentral distance, source

4

4.5

5

5.5

6

6.5

7

7.5

8

1 10 100 1000

Hypocentral Distance (Km)

Mag

nitu

de (M

w)

crustal other crustal reversesubd inslab subd interface

GM PGA vs. hypocentral distance

0.1

1

10

100

1000

10000

1 10 100 1000

Hypocentral Distance (Km)

GM

PG

A (c

m/s

s)

Central America Mexico

GM PGA vs. hypocentral distance, soil type

0.1

1

10

100

1000

10000

1 10 100 1000

Hypocentral Distance (Km)

GM

PG

A (c

m/s

s)

soft hard rock

GM PGA vs. hypocentral distance, source

0.1

1

10

100

1000

10000

1 10 100 1000

Hypocentral Distance (Km)

GM

PG

A (c

m/s

s)

crustal other subd interfacesubd inslab crustal reverse

δ

δδ

≥

Coeficiente b1 b2 b3 b4 b5 b6 Valor -0.16744 0.54247 -0.00026 0.01054 0.79777 0.00062 Coeficiente b7 b8 b9 b10 b11 b12 SD Valor -0.08744 0.20375 0.12437 -0.03808 0.16331 -0.09812 0.3594

±

±

±

Mw

=6, d

epth

=10,

rock

110100

1000

110

100

1000

Hypo

cent

ral d

ista

nce

(km

)

GM PGA (cm/s/s)

crus

tal-o

ther

inte

rface

insl

abcr

usta

l-rev

erse

Mw

=6, d

epth

=40,

roc

k

110100

1000

110

100

1000

Hypo

cent

ral d

ista

nce

(km

)

GM PGA (cm/s/s)

crus

tal-o

ther

inte

rface

insl

abcr

usta

l-rev

erse

Mw

=5, d

epth

=40,

rock

0.1110100

1000

1000

0

110

100

1000

Hypo

cent

ral d

ista

nce

(km

)

GM PGA (cm/s/s)

crus

tal-o

ther

inte

rface

insl

abcr

usta

l-rev

erse

Mw=

7, d

epth

=40,

rock

110100

1000

1000

0

110

100

1000

Hypo

cent

ral d

ista

nce

(km

)

GM PGA (cm/s/s)

crus

tal-o

ther

inte

rface

insl

abcr

usta

l-rev

erse

±

Mw=6, depth=40, rock, inslab

1

10

100

1000

10000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

inslab +SD -SD

Mw=5, depth=40, rock, crustal unknown

0.1

1

10

100

1000

10000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

crustal-other +SD -SD

Mw=7, depth=40, rock, inslab

1

10

100

1000

10000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

inslab +SD -SD

Mw=6, depth=40, soil types

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

crustal-rev rock crustal-rev stiff crustal-rev soft

Mw=6, depth=40,soil types

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

inslab rock inslab stiff inslab soft

log (obs)-log (pred)

-1.5

-1

-0.5

0

0.5

1

1.5

2

1 10 100 1000

hypocentral distance (km)

resi

dual

s

log (obs)- log(pred)

-1.5

-1

-0.5

0

0.5

1

1.5

2

4 5 6 7 8 9

Magnitude

resi

dual

s

Mw=6, depth=10, rock

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

interface CA crustal-reverse CA interface Japan crustal reverse Japa

Mw=6, depth=40, rock

1

10

100

1000

1 10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

interface CA crustal-reverse CA interface Japan crustal-reverse Japan

Mw=6, depth=40, rock

1

10

100

1000

10 100 1000

Hypocentral distance (km)

GM

PG

A (c

m/s

/s)

inslab CA inslab Japan

ρξ

γ

γ γ

ρρρρ

γγγγ

γγγγ γγγγ

ττττ γγγγ

γγγγ

γ γγ

γγγγ

ξξξξ

ττπ=

τ

=

=

El P

uerto

de

San

ta M

aría

-60

-50

-40

-30

-20

-100

025

05

00

750

10

00

12

50

15

00

Vs e

n m

/s

profundidad en m

spac

una

cap

asp

ac

do

s ca

pas

fk u

na c

apa

fk d

os c

apas

α

α

α

α

α

Acelerograma 000142YA original

-0,6

-0,4

-0,2

0

0,2

0,4

0,6

0 5 10 15 20 25 30

tiempo (s)

acel

erac

ión

(m/s

2)

Acelerograma 000142YA escalado

-0,6

-0,4

-0,2

0

0,2

0,4

0,6

0 5 10 15 20 25 30

tiempo (s)

acel

erac

ión

(m/s

2)

Acelerograma 000181YA original

-0,9-0,7-0,5-0,3-0,10,10,30,50,70,9

0 5 10 15 20 25 30 35 40

tiempo (s)

acel

erac

ión

(m/s

2)

Acelerograma 000181YA escalado

-0,9-0,7-0,5-0,3-0,10,10,30,50,70,9

0 5 10 15 20 25 30 35 40

tiempo (s)

acel

erac

ión

(m/s

2)

Acelerograma 000855YA original

-0,6

-0,4

-0,2

0

0,2

0,4

0,6

0 10 20 30 40 50 60 70 80

tiempo (s)

acel

erac

ión

(m/s

2)

Acelerograma 000855YA escalado

-0,6

-0,4

-0,2

0

0,2

0,4

0,6

0 10 20 30 40 50 60 70 80

tiempo (s)

acel

erac

ión

(m/s

2)

Acelerograma 000280ZA original

-0,6

-0,4

-0,2

0

0,2

0,4

0,6

0 5 10 15 20 25

tiempo (s)

acel

erac

ión

(m/s

2)

Acelerograma 000280ZA escalado

-0,6

-0,4

-0,2

0

0,2

0,4

0,6

0 5 10 15 20 25

tiempo (s)

acel

erac

ión

(m/s

2)

Acelerograma 000046ZA original

-0,6

-0,4

-0,2

0

0,2

0,4

0,6

0 2 4 6 8 10 12 14 16 18 20

tiempo (s)

acel

erac

ión

(m/s

2)

Acelerograma 000046ZA escalado

-0,6

-0,4

-0,2

0

0,2

0,4

0,6

0 2 4 6 8 10 12 14 16 18 20

tiempo (s)

acel

erac

ión

(m/s

2)

1.0

I =1.0

©

≥

δ

δ

ρ ξ

ω

ω ω

ξ ρ ξ

ξ

+

=

ξω

ω

[ ]ωξωω

+=

ρ ξ

ξ ωω

ω π π

ω π π ω

=

=

α

ρρα =

ω

ω

αβ μ ρ

α β μ ρ

( )( ) −=

−

−

ββ

μ

βμ

β β