Fragility Assessment of a Long-Unit Prestressed Concrete Composite Continuous Girder Bridge with Corrugated Steel Webs Subjected to Near-Fault Pulse-like Ground Motions Considering Spatial Variability Effects
Prestressed concrete composite girder bridges with corrugated steel webs (PCCGBCSWs) are extensively employed in bridge construction because of their low Casein Protein dead weight, fast construction, and high prestressing efficiency.Moreover, PCCGBCSWs will experience deformation and failure of the corrugated steel webs, including steel fatigue an