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dc.contributor.authorEroz, Muraten_US
dc.date.accessioned2008-02-07T18:11:57Z
dc.date.available2008-02-07T18:11:57Z
dc.date.issued2007-11-14en_US
dc.identifier.urihttp://hdl.handle.net/1853/19709
dc.description.abstractThe large number of bridge collapses that have occurred in recent earthquakes has exposed the vulnerabilities in existing bridges. One of the emerging tools for protecting bridges from the damaging effects of earthquakes is the use of isolation systems. Seismic isolation is achieved via inserting flexible isolator elements into the bridge that shift the vibration period and increase energy dissipation. To date, the structural performance of bridges incorporating sliding seismic isolation is not well-understood, in part due to the lack of adequate models that can account for the complex behavior of the isolators. This study investigates and makes recommendations on the structural performance of bridges utilizing sliding type seismic isolators, based on the development of state-of-the-art analytical models. Unlike previous models, these models can account simultaneously for the variation in the normal force and friction coefficient, large deformation effects, and the coupling of the vertical and horizontal response during motion. The intention is to provide support for seismic risk mitigation and insight for the analysis and design of seismically isolated bridges by quantifying response characteristics. The level of accuracy required for isolator analytical models used in typical highway bridges are assessed. The comparative viability of the two main isolator types (i.e. sliding and elastomeric) for bridges is investigated. The influence of bridge and sliding isolator design parameters on the system s seismic response is illustrated.en_US
dc.publisherGeorgia Institute of Technologyen_US
dc.subjectFriction pendulum systemen_US
dc.subjectLead rubber bearingen_US
dc.subject.lcshBridges
dc.subject.lcshEarthquake resistant design
dc.subject.lcshSeismic waves
dc.subject.lcshDamping (Mechanics)
dc.subject.lcshMathematical models
dc.titleAdvanced Models for Sliding Seismic Isolation and Applications for Typical Multi-Span Highway Bridgesen_US
dc.typeDissertationen_US
dc.description.degreePh.D.en_US
dc.contributor.departmentCivil and Environmental Engineeringen_US
dc.description.advisorCommittee Chair: DesRoches, Reginald; Committee Member: Goodno, Barry; Committee Member: Jacobs, Laurence; Committee Member: Streator, Jeffrey; Committee Member: White, Donalden_US


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