Seismic vulnerability analysis of bridges, using fragility curves
Shadi Shirazian, Gholamreza Nouri, Mohammad Reza Ghayamghamian
Abstract
Shadi Shirazian, Gholamreza Nouri, Mohammad Reza Ghayamghamian
Abstract
Bridges are one of the main components of transportation networks. They should be functional before and after earthquake for emergency services. Therefore we need to assess seismic performance of bridges under different seismic loadings. Fragility curve is one of the popular tools in seismic evaluations. The fragility curves are conditional probability statements, which give the probability of a bridge reaching or exceeding a particular damage level for a given intensity level. In this study, the seismic performance of a two-span simply supported concrete bridge is assessed. Due to usual lack of empirical data, the analytical fragility curve was developed by results of the dynamic analysis of bridge subjected to the different time histories in near and near-fault area.
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Bridges are one of the main components of transportation networks. They should be functional before and after earthquake for emergency services. Therefore we need to assess seismic performance of bridges under different seismic loadings. Fragility curve is one of the popular tools in seismic evaluations. The fragility curves are conditional probability statements, which give the probability of a bridge reaching or exceeding a particular damage level for a given intensity level. In this study, the seismic performance of a two-span simply supported concrete bridge is assessed. Due to usual lack of empirical data, the analytical fragility curve was developed by results of the dynamic analysis of bridge subjected to the different time histories in near and near-fault area.
Key concepts: Fragility, Bridge (graph theory), Incremental Dynamic Analysis, Vulnerability assessment, Vulnerability (computing), Structural engineering, Earthquake scenario, Engineering