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Table 2 Basic properties of the near-fault ground motions

From: Utilizing a new self-centering hysteresis model to assess the seismic vulnerability of a long-span cable-stayed bridge equipped with SMA wire-based roller bearings

No

Earthquake

Year

Magnitude

(Richter)

Rrup

(km)

PGA (g)

PGV (cm/s)

x

y

x

y

1

Chi-Chi, Taiwan

1999

7.6

1.8

0.35

0.42

159.0

118.5

2

Chi-Chi, Taiwan

1999

7.6

2.5

0.81

0.6

126.2

78.8

3

Chi-Chi, Taiwan

1999

7.6

3.0

0.51

0.37

279.9

264.0

4

Chi-Chi, Taiwan

1999

7.6

4.9

0.53

0.65

52.3

67.6

5

Chi-Chi, Taiwan

1999

7.6

11.5

1.16

0.42

114.8

45.6

6

Northridge, USA

1994

6.7

12.1

0.34

0.46

31.5

60.0

7

Northridge, USA

1994

6.7

5.3

0.60

0.84

77.5

130.4

8

Northridge, USA

1994

6.7

6.5

0.87

0.47

148.1

74.9

9

Northridge, USA

1994

6.7

7.0

1.58

1.29

53.9

103.3

10

Northridge, USA

1994

6.7

12.4

0.40

0.47

44.4

41.1

11

San Fernando, USA

1971

6.6

1.8

1.22

1.24

114.5

57.2

12

Tabas, Iran

1978

7.4

2.1

0.85

0.86

100.2

122.9

13

Loma Prieta, USA

1989

6.9

3.9

0.57

0.61

96.1

51.6

14

Cape Mendocino, USA

1992

7.0

8.2

0.59

0.66

48.4

88.7

15

Kobe, Japan

1995

6.9

1.0

0.83

0.63

91.1

76.1

16

Kobe, Japan

1995

6.9

1.5

0.62

0.67

120.8

123.2

17

Landers, USA

1992

7.3

2.2

0.73

0.79

133.7

28.2

18

Imperial Valley, USA

1979

6.5

1.4

0.45

0.45

67.1

113.6

19

Imperial Valley, USA

1979

6.5

0.6

0.34

0.47

51.6

113.2

20

N. Palm Springs, USA

1986

6.1

4.0

0.69

0.67

66.1

28.0

Note: Rrup is the closest distance to fault rupture