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) |