Improved Seismic Risk Assessment of Non-ductile Reinforced Concrete Buildings

dc.contributor.advisorPadgett, Jamie E.en_US
dc.contributor.committeeMemberDuenas-Osorio, Leonardoen_US
dc.contributor.committeeMemberNagarajaiah, Satishen_US
dc.creatorFuselier, Blaineen_US
dc.date.accessioned2014-08-26T19:18:31Zen_US
dc.date.available2014-08-26T19:18:31Zen_US
dc.date.created2014-05en_US
dc.date.issued2014-02-28en_US
dc.date.submittedMay 2014en_US
dc.date.updated2014-08-26T19:18:31Zen_US
dc.description.abstractExisting reinforced concrete (RC) buildings built to non-ductile specifications are highly susceptible to damage given lateral loads induced from earthquake ground motions. To explore the effects of these ground motions, non-linear finite element analyses are being used in research and practice to model representations of non-ductile RC buildings as well as conduct probabilistic analyses of their seismic fragility in as-built and retrofitted conditions. This study examines the influence of modeling fidelity on the response and fragility of non-ductile RC buildings, testing the role of explicitly capturing local failure in the finite element model as well as providing new insight into the probability of component damage levels given system level failure. Also, a survey is presented to assess the tagging decisions made during post-earthquake rapid evaluations of reinforced concrete buildings and compare these results to empirical data from past earthquake reconnaissance reports. The results of this study will provide insight into several key issues in seismic performance assessment for RC buildings.en_US
dc.format.mimetypeapplication/pdfen_US
dc.identifier.citationFuselier, Blaine. "Improved Seismic Risk Assessment of Non-ductile Reinforced Concrete Buildings." (2014) Master’s Thesis, Rice University. <a href="https://hdl.handle.net/1911/76718">https://hdl.handle.net/1911/76718</a>.en_US
dc.identifier.urihttps://hdl.handle.net/1911/76718en_US
dc.language.isoengen_US
dc.rightsCopyright is held by the author, unless otherwise indicated. Permission to reuse, publish, or reproduce the work beyond the bounds of fair use or other exemptions to copyright law must be obtained from the copyright holder.en_US
dc.subjectReinforced concrete buildingsen_US
dc.subjectSeismicen_US
dc.subjectRisk assessmenten_US
dc.subjectFinite element modelingen_US
dc.titleImproved Seismic Risk Assessment of Non-ductile Reinforced Concrete Buildingsen_US
dc.typeThesisen_US
dc.type.materialTexten_US
thesis.degree.departmentCivil and Environmental Engineeringen_US
thesis.degree.disciplineEngineeringen_US
thesis.degree.grantorRice Universityen_US
thesis.degree.levelMastersen_US
thesis.degree.nameMaster of Scienceen_US
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