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Table 1 Main characteristics of the 14 reference acceleration time histories

From: Deriving amplification factors from simple site parameters using generalized regression neural networks: implications for relevant site proxies

Identification

RESORCE Waveform Id

PGA (m/s2)

Earthquake

Station

Mw

Distance

Site conditions

Peak frequency (highest PSA)

S1

16,149

1.269

Manjil (Iran) 20/06/1990

Zanjan

7.7

56

A

f < 2 Hz

S2

16,351

1.288

Olfus (Iceland) 29/05/2008

Ljosafoss-Hydroelectric Power Station

6.1

11

A

f < 2 Hz

S3

16,352

3.190

Olfus (Iceland) 29/05/2008

Selfoss City Hall

6.1

3

A

f < 2 Hz

S4

15,537

2.074

South Iceland 17/06/2000

Thjorsarbru

5.0

10

A

2 Hz < f<4 Hz

S5

6756

3.106

South Iceland 17/06/2000

Flagbjarnarholt

6.6

15

A

2 Hz < f<4 Hz

S6

6765

3.140

South Iceland 17/06/2000

Thjorsarbrun

6.6

4

A

2 Hz < f<4 Hz

S7

583

1.003

Lazio-Abruzzo 11/05/1984

Villetta Barrea

5.3

2

A

4 Hz < f<8 Hz

S8

16,974

1.474

L’Aquila 07/04/2009 (aftershock)

Pescomaggiore

5.3

10

A

4 Hz < f<8 Hz

S9

15,905

3.006

Firouzabad (Iran) 20/06/1994

Zarrat

5.8

11

A

4 Hz < f<8 Hz

S10

188

1.496

Basso Tireno 15/04/19878

Naso

5.5

16

A

4 Hz < f<8 Hz

S11

17,116

1.023

L’Aquila aftershock 09/04/2009

Montereale

4.9

10

A

8 Hz < f<16 Hz

S12

6802

4.260

South Iceland aftershock 21/06/2000

Thjorsartun

6.4

3

A

8 Hz < f<16 Hz

S13

16,996

1.393

L’Aquila aftershock 07/04/2009

L’Aquila Via Aterna—Il Moror

4.2

2

A

8 Hz < f<16 Hz

S14

6789

0.803

South Iceland aftershock 21/06/2000

Hveragerdi-Church

6.4

23

A

8 Hz < f<16 Hz