Analytical Seismic Fragility Curves for Typical Bridges in the Central and Southeastern United States

Abstract

Seismic fragility curves for classes of highway bridges are essential for risk assessment of highway transportation networks exposed to seismic hazards. This study develops seismic fragility curves for nine classes of bridges (common three‐span, zero‐skew bridges with non‐integral abutments) common to the central and southeastern United States. The methodology adopted uses 3‐D analytical models and nonlinear time‐history analyses. An important aspect of the selected methodology is that it considers the contribution of multiple bridge components. The results show that multispan steel girder bridges are the most vulnerable of the considered bridge classes while single‐span bridges tend to be the least vulnerable. A comparison of the proposed fragility curves with those currently found in HAZUS‐MH shows a strong agreement for the multispan simply supported steel girder bridge class. However, for other simply supported bridge classes (concrete girder, slab), the proposed fragility curves suggest a lower vulnerability level than presented in HAZUS‐MH.