Structural damage identification using vibration-based model updating

dc.contributor.advisorArjomandi, Kaveh
dc.contributor.authorLi, Shuxuan
dc.date.accessioned2023-03-01T16:42:56Z
dc.date.available2023-03-01T16:42:56Z
dc.date.issued2018
dc.date.updated2023-03-01T15:03:08Z
dc.description.abstractIn this thesis, topics relevant to structural damage identification using vibration-based model updating are discussed. First, a seven-story scale building model is designed and constructed following the similitude law. Then the finite element models of the scale building are developed using SAP2000 and ABAQUS with appropriate modelling assumptions. Different vibration tests are conducted on the physical model, and the dynamic characteristics of the scale building are successfully extracted using the operational modal analysis (OMA). It is shown that the results of OMA are highly dependent on the sensor configuration, excitation type, block size, and model order. Lastly, identification of four damage scenarios of the scale building are investigated by assessing the change in modal frequencies. Major structural damage causing a significant effect on the modal frequencies is successfully identified using the model updating technique.
dc.description.copyright© Shuxuan Li, 2019
dc.formattext/xml
dc.format.extentxiii, 137 pages
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/14373
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_abf2
dc.subject.disciplineCivil Engineering
dc.titleStructural damage identification using vibration-based model updating
dc.typemaster thesis
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameMaster of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelmasters
thesis.degree.nameM.Sc.E.

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