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- W858203462 abstract "Many isolated bridges are designed and constructed after the introduction of the seismic design. However those bridges designed in engineering fields have unnecessarily high serviceability limit and brittle failure mechanism, which do not satisfy the seismic design concept. Such design results are due to the excessive substructure stiffness of the conventional design method as well as the misunderstanding of the seismic design method. In this study an isolated bridge designed with the conventional design method is selected and the same bridge with steel bearings is modelled for the comparative seismic design. From the comparison, the seismic design procedures satisfying the required performance levels are provided for the two bridges. It is confirmed that the isolated bridge requires more complicated design procedure with trial and error methods and reanalyses but provides higher serviceability limit compared to the bridge with steel bearings. However, because the required serviceability limit can also be obtained by adjusting substructure stiffness, it is a resonable seismic design process that an isolated bridge is to be considered as an alternative design when the ductile failure mechanism is not obtained with a bridge with steel bearings." @default.
- W858203462 created "2016-06-24" @default.
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- W858203462 date "2006-01-01" @default.
- W858203462 modified "2023-09-23" @default.
- W858203462 title "Comparative Seismic Design of Bridges with Lead Rubber and Steel Bearings for the Ductile Failure Mechanism" @default.
- W858203462 hasPublicationYear "2006" @default.
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