Improved Seismic Risk Assessment of Non-ductile Reinforced Concrete Buildings

dc.contributor.advisorPadgett, Jamie E.
dc.contributor.committeeMemberDuenas-Osorio, Leonardo
dc.contributor.committeeMemberNagarajaiah, Satish
dc.creatorFuselier, Blaine
dc.date.accessioned2014-08-26T19:18:31Z
dc.date.available2014-08-26T19:18:31Z
dc.date.created2014-05
dc.date.issued2014-02-28
dc.date.submittedMay 2014
dc.date.updated2014-08-26T19:18:31Z
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.
dc.format.mimetypeapplication/pdf
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>.
dc.identifier.urihttps://hdl.handle.net/1911/76718
dc.language.isoeng
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.
dc.subjectReinforced concrete buildings
dc.subjectSeismic
dc.subjectRisk assessment
dc.subjectFinite element modeling
dc.titleImproved Seismic Risk Assessment of Non-ductile Reinforced Concrete Buildings
dc.typeThesis
dc.type.materialText
thesis.degree.departmentCivil and Environmental Engineering
thesis.degree.disciplineEngineering
thesis.degree.grantorRice University
thesis.degree.levelMasters
thesis.degree.nameMaster of Science
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