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Table 3 Lognormal parameters for the considered fragility functions of bridge classes

From: Scenario-based earthquake damage assessment of highway bridge networks

Bridge class

Median PGA [g]

Lognormal Standard

Reference

Slight

deviationModerate

Extensive

Complete

MSC-Concrete

0.64

1.00

1.42

2.77

0.8

Tavares et al. (2012)

MSC-Slab

0.6

0.90

1.21

2.48

0.6

Tavares et al. (2012)

MSC-Steel

0.77

1.16

1.62

3.16

0.7

Tavares et al. (2012)

MSSS-Concrete

0.81

1.12

1.48

2.76

0.8

Tavares et al. (2012)

MSSS-Truss

0.2

0.33

0.47

0.61

0.6

Acar (2009)

SS-concrete

0.35

1.33

1.83

2.5

0.9

Nielson (2005)

SS-MA-Concrete

1.2

1.5

2.1

2.43

0.6

Basoz and Mander (1999)

SS-Steel

0.64

1.19

1.59

2.59

0.6

Nielson (2005)