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NCEER-TAISEI CORPORATION RESEARCH PROGRAM ON SLIDING SEISMIC ISOLATION SYSTEMS FOR BRIDGES: EXPERIMENTAL AND ANALYTICAL STUDY OF A SYSTEM CONSISTING OF SLIDING BEARINGS AND FLUID RESTORING FORCE/DAMPING DEVICES. TECHNICAL REPORT
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1994
Year
Unknown Venue
Model Bridge StructureEarthquake EngineeringEngineeringSeismic AnalysisCivil EngineeringSeismic IsolationStructural Health MonitoringA System ConsistingActive Vibration ControlVibration IsolationStructural DynamicFlat Sliding BearingsStructural MechanicsIsolated BridgeVibration ControlTechnical ReportStructural EngineeringStructural Vibration
This report describes the results of an experimental study of the behavior of a bridge seismic sliding isolation system consisting of flat sliding bearings and fluid restoring force/damping devices. Earthquake simulator tests have been performed on a model bridge structure both isolated with this system and non-isolated. The experimental results demonstrate a marked increase of the capacity of the isolated bridge to withstand earthquake forces. Analytical techniques are used to predict the dynamic response of the system and the obtained results are in very good agreement with the experimental results.