a new evaluation of seismic hazard for the central america...

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PROJECT RESIS II A new evaluation of Seismic Hazard for the Central America Region in the frame of the RESIS II Project. Mª Belén Benito , Wilfredo Rojas, Alvaro Climent , Enrique Molina, Griselda Marroquin, EmilioTalavera, José Jorge Escobar, Eduardo Camacho, Conrad Lindholm

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PROJECT RESIS II

A new evaluation of Seismic Hazard for

the Central America Region in the frame of the

RESIS II Project.

Mª Belén Benito, Wilfredo Rojas, Alvaro Climent, Enrique Molina,

Griselda Marroquin, EmilioTalavera, José Jorge Escobar,

Eduardo Camacho, Conrad Lindholm

Introduction

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Introduction

New Zonation for three seismic sources: Crustal

events, subduction interplate and inslab.

Comparison and selection of strong motion models

using actual and local data for each seismic source.

This hazard analysis was developed for the whole

Central America region in 2008

Participation of seismologist from all the CA Countries

Use of updated information of seismological and

strong motion Data Banks

Group of workIntroduction

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Subduction zone

Coco’s Caribe plates

Earthquakes with high

magnitude and epicenters

offshore

Local faults aligned with the

volcanic chain

Earthquakes with moderate

magnitude, surface depth and

epicenters near of population

centers. More damaging earth.

Noth American Caribe

system faults:

Chixoy- Polochic -Motagua

Seismotectonic contex

Methodology PSHA

( Probabilistisc Seismic Hazard Assessment)

Logic tree with a node for consider ing the uncertainty

inherent to attenuation model

Deaggregation: Determinaction of

couple (M, R) with highest contribution

to seismic hazard with a fixed return

period.

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-05

4.0E-05

6.0E-05

8.0E-05

1.0E-04

1.2E-04

%Prob

R (km)

Mw

Guatemala. PGA, PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-05

4.0E-05

6.0E-05

8.0E-05

1.0E-04

1.2E-04

%Prob

R (km)

Mw

Guatemala. SA(1.0s), PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

3.0E-05

3.5E-05

%Prob

R (km)

Mw

Guatemala. SA(1.0s), PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

3.0E-05

3.5E-05

%Prob

R (km)

Mw

Guatemala. PGA, PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

a) b)

c) d)

Definition of control earthquakes

for RP= 500 , 1000 and 2500 years.

Node 1

Node 2

branches

Set of results

m ± s

Zonification Atenuación

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Regional Zonification (national detail)

•Crustal zones• surface seismicity, h < 25 km

•Subduction interplate Intermediate seismicity 25 < h < 60 km

•Subduction inslab

•Depth seismicity, h > 60 km

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Seismic Catalogue

Earthquakes since

1522 until Dec. 2007

Mw>= 3.5

Process carried out:

Depuration:

Standarization to Mw

Filtering of fore and

aftershocks

Completedness

analysis

:

Mw>= 3.5

Seismotectoni

c

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Seismic parameters - Gutenberg-Richter models

Zonas Corticales

Costa Rica

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

3.5 4.5 5.5 6.5 7.5Mw

Lo

g(N

)

C10

C2

C3

C4-P1

C5

C6

C7

C9

Zonas Corticales

Honduras y Nicaragua

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

3.5 4.5 5.5 6.5 7.5Mw

Lo

g(N

)

N1

N12

N13-14

N2-C1

N3

N4

N6-N7

N8

N9-10

H2

H3-N11

Zonas Corticales

Guatemala

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

3.5 4.5 5.5 6.5 7.5 Mw

Lo

g(N

)

G1

G2-S2

G3

G4

G5-S5-H1

G6

G7

G8

Zonas Corticales

Panamá y El Salvador

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

3.5 4.5 5.5 6.5 7.5 Mw

Lo

g(N

)

P2

P3

P4

P5

P6

P7

P8-C8

S1

S3

S4-N5

Zonas de Subducción Interfase

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

3.5 4.5 5.5 6.5 7.5 Mw

Lo

g(N

)

Csi11

Csi12

Gsi9

Nsi15

Nsi16

Psi10

Psi9

Ssi5

Zonas de Subducción Intraplaca

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

3.5 4 4.5 5 5.5 6 6.5 7 7.5

Mw

Lo

g(N

)

Csp14

Csp15

Csp16

Gsp10

Nsp17

Psp11

Ssp6

Crustal

Interface

Inslab

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Values b

between 0.6 and

1 in interface

Distribution of b- values

•Values b between 1 and1.3 pre-arc zones,tensional efforts

• values b between 0.7and 0.9 in volcanic chain,distensive regime.

inslab, normal

ruptures, b

between 0.6

and 1.

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Attenuation

Identification of the suitable GM models

model Data BaseComponent

used (PGA, Sa)sources

Dist. (km)

Mw

Youngs et al.(1997)

(YOUN97)Mundial

Media geométrica

Interplaca Intraplaca

500 5,0 - 8.2

Atkinson y Boore 2003

(AYB03)Mundial

Las dos horizontals (Aleatoria)

Interplaca Intraplaca

10-400 5,0 - 8,3

Garcia et al.(2005)

(GAR05)México

Media cuadrática

Intraplaca 4 - 400 5,2 – 7,4

Cepeda et al.(2004) (CEP04)

El Salvador Aleatoria

Media geométrica

Intraplaca Corteza Superficial

10 –400

0-100

5,0 – 8,35,1 – 7,2

Climent et al.1994 (CLI94)

América Central and México

Mayor de las horizontales

Interplaca Corteza superficial

5 - 400 4,0 - 8,0

Zhao et al.(2006)(ZH06)

JapónMedia

geométrica

InterplacaIntraplaca Corteza

superficial10-300 5,0 – 8,2

Spudich et al.(1999) (SEA99)

MundialMedia

geométricaCorteza superficial 0 - 100 5,1 – 7,2

Schmidt et al.(1997)

(SCH97)

Mayor de lashorizontales

Corteza superficial 6 - 200 3,7 – 7,6

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Youngs et al., 1997

-3

-2

-1

0

1

2

3

0 100 200 300 400 500

Distancia (km)

Re

sid

uo

s

Atkinson y Boore, 2003

-3

-2

-1

0

1

2

3

0 100 200 300 400 500

Distancia (km)

Re

sid

uo

s

Climent et al., 1994

-3

-2

-1

0

1

2

3

0 100 200 300 400 500

Distancia (km)

Re

sid

uo

s

Zhao et al., 2006

-3

-2

-1

0

1

2

3

0 100 200 300 400 500

Distancia (km)

Re

sid

uo

s

Calibration of models with local data ( ID-02-0143)

Residual analysis (r = Ln GM* - Ln GM)

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Selected attenuation models :

Crustal, interface, inslab

0.001

0.01

0.1

1

1 10 100 1000

Distancia (km)

PG

A (

g)

Zhao et al., 2006

Climent et al., 1994

PGA

0.001

0.01

0.1

1

10 100 1000

Distancia (km)

PG

A (

g)

Youngs et al., 1997

0.001

0.01

0.1

1

10

10 100 1000

Distancia (km)

PG

A (

g)

Zhao et al., 2006

Youngs et al., 1997

PGA

Mw 7.0

Mw 6.0

Mw 5.0

Crustal: Climent et al (1994)

Zhao et al, (2006)

Subduction interface:

Youngs et al (1997 )

Subduction inslab:

Youngs et al

Zhao et al (2006)

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Hazard EstimationSoftware CRISIS 2007 (Ordaz et al, 2007)

Estimation in a network with points separated 0.1 º longitude and

latitude in terms of PGA and SA for T= 0.1, 0.2, 0.5, 1 y 2 s

Logic tree with a node for attenuation models

Every branch is a combination of models:

crustal, + interface + inslab

Seismic Hazard maps for PR= 500, 1000 and 2500 years

In the capitals of the 6 CA countrires:

Hazard curves

UHS

Deaggregation for target motions given by PGA ,

SA (0.2) and SA (1s) ---- control eartquakes

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Hazard maps PR= 500 years

PGA max =600 gal

Panama Fracture

500 gal in volcanic

chain

SA (0.2) max =1300 gal

South Guatemala

SA (1) max =300 gal

Costal zones

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Hazard Maps RP=1000 years

PGA max =700 gal

Panama Fracture, South

Guatemala and volcanic

chain

SA (0.2) max =1600 gal

Panama Fracture, South

Guatemala and volcanic

chain

SA (1) max =400 gal

Panama Fracture, South

Guatemala and volcanic

chain

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

HAZARD MAPS PR=2500 years

PGA max = 850 gal

South Guatemala

SA (0.2) max = 2000 gal

South Guatemala

SA (1) max = 500 gal

South Guatemala

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Seismic hazard curves in the capitalsGUATEMALA

1,E-05

1,E-04

1,E-03

1,E-02

1,E-01

1,E+00

1,E+01

1,E+02

10 100 1000 10000

Aceleración (gal)

Pro

ba

bilid

ad

An

ua

l

Ex

ce

de

nc

ia

PGA

SA(0.1s)

SA(0.2s)

SA(0.5s)

SA(1.0s)

SA(2.0s)

SAN SALVADOR

1,E-05

1,E-04

1,E-03

1,E-02

1,E-01

1,E+00

1,E+01

1,E+02

10 100 1000 10000

Aceleración (gal)

Pro

bab

ilid

ad

An

ual

Exced

en

cia

PGA

SA(0.1s)

SA(0.2s)

SA(0.5s)

SA(1.0s)

SA(2.0s)

MANAGUA

1,E-05

1,E-04

1,E-03

1,E-02

1,E-01

1,E+00

1,E+01

1,E+02

10 100 1000 10000

Aceleración (gal2)

Pro

bab

ilid

ad

An

ual E

xced

en

cia PGA

SA(0.1s)

SA(0.2s)

SA(0.5s)

SA(1.0s)

SA(2.0s)

SAN JOSÉ

1,E-05

1,E-04

1,E-03

1,E-02

1,E-01

1,E+00

1,E+01

1,E+02

10 100 1000 10000

Aceleración (gal)

Pro

bab

ilid

ad

An

ual

Exced

en

cia

PGA

SA(0.1s)

SA(0.2s)

SA(0.5s)

SA(1.0s)

SA(2.0s)

TEGUCIGALPA

1,E-05

1,E-04

1,E-03

1,E-02

1,E-01

1,E+00

1,E+01

1,E+02

10 100 1000 10000

Aceleración (gal)

Pro

ba

bili

da

d A

nu

al E

xc

ed

en

cia PGA

SA(0.1s)

SA(0.2s)

SA(0.5s)

SA(1.0s)

SA(2.0s)PANAMÁ

1,E-05

1,E-04

1,E-03

1,E-02

1,E-01

1,E+00

1,E+01

1,E+02

10 100 1000 10000

Aceleración (gal)

Pro

bab

ilid

ad

An

ual E

xced

en

cia

PGA

SA(0.1s)

SA(0.2s)

SA(0.5s)

SA(1.0s)

SA(2.0s)

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Deaggregation

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-05

4.0E-05

6.0E-05

8.0E-05

1.0E-04

1.2E-04

%Prob

R (km)

Mw

Guatemala. PGA, PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-05

4.0E-05

6.0E-05

8.0E-05

1.0E-04

1.2E-04

%Prob

R (km)

Mw

Guatemala. SA(1.0s), PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

3.0E-05

3.5E-05

%Prob

R (km)

Mw

Guatemala. SA(1.0s), PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

3.0E-05

3.5E-05

%Prob

R (km)

Mw

Guatemala. PGA, PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

a) b)

c) d)

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

%Prob

R (km)

Mw

San Salvador. SA(1.0s), PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

%Prob

R (km)

Mw

San Salvador. PGA, PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

3004.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

1.0E-05

2.0E-05

3.0E-05

4.0E-05

5.0E-05

6.0E-05

7.0E-05

8.0E-05

9.0E-05

%Prob

R (km)

Mw

San Salvador. PGA, PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

1.0E-05

2.0E-05

3.0E-05

4.0E-05

5.0E-05

6.0E-05

7.0E-05

8.0E-05

9.0E-05

%Prob

R (km)

Mw

San Salvador. SA(1.0s), PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

a) b)

c) d)

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-05

4.0E-05

6.0E-05

8.0E-05

1.0E-04

1.2E-04

%Prob

R (km)

Mw

Managua. SA(1.0s), PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

3004.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-05

4.0E-05

6.0E-05

8.0E-05

1.0E-04

1.2E-04

1.4E-04

1.6E-04

%Prob

R (km)

Mw

Managua. PGA, PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

3.0E-05

3.5E-05

4.0E-05

%Prob

R (km)

Mw

Managua. PGA, PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

3.0E-05

%Prob

R (km)

Mw

Managua. SA(1.0s), PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

a) b)

c) d)

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

Deaggregation

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-05

4.0E-05

6.0E-05

8.0E-05

1.0E-04

1.2E-04

1.4E-04

1.6E-04

%Prob

R (km)

Mw

San José. SA(1.0s), PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-05

4.0E-05

6.0E-05

8.0E-05

1.0E-04

1.2E-04

%Prob

R (km)

Mw

San José. PGA, PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

3.0E-05

3.5E-05

%Prob

R (km)

Mw

San José. PGA, PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

3.0E-05

3.5E-05

4.0E-05

4.5E-05

5.0E-05

%Prob

R (km)

Mw

San José. SA(1.0s), PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

a) b)

c) d)

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

%Prob

R (km)

Mw

Tegucigalpa. SA(1.0s), PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-06

4.0E-06

6.0E-06

8.0E-06

1.0E-05

1.2E-05

1.4E-05

%Prob

R (km)

Mw

Tegucigalpa. PGA, PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

1.0E-05

2.0E-05

3.0E-05

4.0E-05

5.0E-05

6.0E-05

7.0E-05

%Prob

R (km)

Mw

Tegucigalpa. PGA, PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

1.0E-05

2.0E-05

3.0E-05

4.0E-05

5.0E-05

6.0E-05

7.0E-05

8.0E-05

9.0E-05

%Prob

R (km)

Mw

Tegucigalpa. SA(1.0s), PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mwa) b)

c) d)

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

5.0E-06

1.0E-05

1.5E-05

2.0E-05

2.5E-05

%Prob

R (km)

Mw

Panamá. SA(1.0s), PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

2.0E-06

4.0E-06

6.0E-06

8.0E-06

1.0E-05

1.2E-05

1.4E-05

1.6E-05

%Prob

R (km)

Mw

Panamá. PGA, PR 2500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

1.0E-05

2.0E-05

3.0E-05

4.0E-05

5.0E-05

6.0E-05

%Prob

R (km)

Mw

Panamá. PGA, PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mw

0

75

150

225

300

4.5

5 5.5

6 6.5

7 7.5

8

0.0E+00

1.0E-05

2.0E-05

3.0E-05

4.0E-05

5.0E-05

6.0E-05

7.0E-05

8.0E-05

9.0E-05

%Prob

R (km)

Mw

Panamá. SA(1.0s), PR 500 años

4.5

4.75

5

5.25

5.5

5.75

6

6.25

6.5

6.75

7

7.25

7.5

7.75

8

Mwa) b)

c) d)

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

CONCLUSIONS (I)

For all return periods the highest values of PGA are

predicted in Panamá Fracture zone, South Guatemala

and certain zones of volcanic chain.

Maximun PGA :

RP = 500 years, 500 gal

RP=1000 years, 700 gal

RP = 2500 years, 850 gal

Similar morphology for maps of SA (0.2 s) with

maximun values

RP = 500 años, 1300 gal

RP=1000 años, 1600 gal

R P= 2500 años, 2000 gal

Maps of SA (1 s) with maximun in coastal zones, due to

the highest influence of the subduction events.

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

CONCLUSIONS (II):

Specific results in the capitals:

Highest hazard in Guatemala City and San Salvador,

followed by San José and Managua and minor hazard in

Panamá and Tegucigalpa.

Deaggregation

Control earthquakes are identified in the capitals :

( Target motion given by PGA and RP= 500 y)

In general, a near shock is dominant (M 6-6.5; R 15 km) identified

with a volcanic chain event. Exception of Tegucigalpa where a far

event is dominant (M 6.7, R 210 km) and Panamá, where neither

clear event is found .

In Guatemala City, San Salvador and Managua a second long-

distance earthquake M ~ 7 is found with important contribution,

identified with a subduction event.

Seismotectonic

context

Methodology

INPUTS

Catalogue

Zonation

Atenuattion

Hazard

estimation

Results

Conclusions

How to get the project results:

http://www.norsar.no/c-123-Seismic-Hazard-Updates.aspx

CA country reports (in spanish)

Regional CA report (in spaniish)

Seismic hazard maps in ArcGis Format

Book: Seismic Hazard in Central America (in spanish)

Benito and Torres (eds),

2010

Entimema Press, Madrid

A new evaluation of Seismic Hazard for the Central America

Region in the frame of the RESIS II Project.

The 14 th World Conference on Earthquake Engineering

October 12-17, 2008, Beijing, China

THANKS FOR YOUR

ATTENTION !!!