00000cab a22000003a 4500 UP-99796217610334054 Buklod 20231008000659.0 a grb 001 u| ta 120523s xx d | ||r ||||| || DENG eng Nielson, Bryant G. Seismic fragility methodology for highway bridges using a component level approach. pp. 823-839 Bridge fragility curves, which express the probability of a bridge reaching a certain damage state for a given ground motion parameter, play an important role in the overall seismic risk assessment of a transportation network. Current analytical methodologies for generating bridge fragility curves do not adequately account for all major contributing bridge components. Studies have shown that for some bridge types, neglecting to account for all of these components can lead to a misrepresentation of the bridges' overall fragilities. In this study, an expanded methodology for the generation of analytical fragility curves for highway bridges is presented. This methodology considers the contribution of the major components of the bridge, such as the columns, bearings and abutments, to its overall bridge system fragility. In particular, this methodology utilizes probability tools to directly estimate the bridge system fragility from the individual component fragilities. This is illustrated using a bridge whose construction and configuration are typical to the Central and Southeastern United States and the results are presented and discussed herein. This study shows that the bridge as a system is more fragile than any one of the individual components. Assuming that the columns represent the entire bridge system can result in errors as large as 50% at higher damage states. This provides support to the assertion that multiple bridge components should be considered in the development of bridge fragility curves. The findings also show that estimation of the bridge fragilities by their first-order bounds could result in errors of up to 40%. Bridges. Seismic. Fragility. Components. Reliability. Earthquake engineering & structural dynamics. 36, 6 (2007). FO UPD DENG Article