Table 1 Characteristics of adopted ground motions in the current study.

From: Seismic response and fragility analysis of BRB-retrofitted highway pile-slab structures with an improved load-transmission path

No.

Earthquake

Station

PGA (g)

PGV (cm/s)

1

Imperial Valley

El Centro Array #9

0.28

30.9

2

Imperial Valley

El Centro Array #5

0.53

48.9

3

Imperial Valley

Westmorland Fire

0.11

12.0

4

Coalinga

Pleasant Valley P. P

0.30

39.4

5

Coalinga

Oil City

0.37

13.6

6

Loma Prieta

Corralitos

0.65

56.0

7

Loma Prieta

Saratoga-Valley Coll

0.26

42.1

8

Landers

Lucerne

0.73

133.4

9

Northridge

Arleta-Nordhoff Fire

0.35

41.1

10

Northridge

Sepulveda Hospital

0.75

77.7

11

Northridge

Sylmar-Converter

0.85

121.0

12

Kobe, Japan

KJMA

0.82

91.1

13

Kobe, Japan

Port Island

0.35

90.7

14

Kobe, Japan

Takatori

0.62

120.7

15

Chi-Chi

CHY080

0.81

106.8

16

Chi-Chi

CHY101

0.34

65.2

17

Chi-Chi

TCU050

0.15

36.7

18

Chi-Chi

TCU067

0.50

92.1

19

Northridge

Newhall-Fire Sta

0.11

7.0

20

Loma Prieta

LG-Lexington

0.44

85.7