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This document is a dissertation that analyzes the seismic response of a nine-span railway bridge in Greece that uses friction pendulum bearings and hydraulic dampers for seismic isolation. It describes the bridge layout, geotechnical conditions, and modeling of the structural components including pile foundations, piers, bearings, and deck. Modal analyses are conducted both with and without seismic isolation to determine sensor locations. Eleven historical earthquake records are selected for nonlinear time

Author

Reynaldo Wilson Flores López

Language

EN