Seismic Analysis of RC Frames with Brick Infill Panel Strengthened by Steel Cage and Expanded Metal

dc.contributor.authorPhaiboon Panyakapoth_TH
dc.date.accessioned2564-08-15T15:35:57Z
dc.date.available2021-08-15T15:35:57Z
dc.date.issued2564-04-30
dc.description.abstractThe seismic analysis of reinforced concrete infilled frame strengthened by using steel cage and expanded metal was investigated. The strengthening technique of steel cage consisted of steel angle, batten and expanded metal sheet was employed. The brick infill panel was strengthened with ferrocement and expanded metal. The flexible base foundation was considered by modelling the pile foundation with the lateral and the vertical spring stiffness. Eight types of frames: four existing frames and four retrofit frames were analyzed by nonlinear static analysis and nonlinear time history analysis with 20 ground motion records. It was found that the initial stiffness and the strength of the retrofit frames were significantly higher than those of the existing frames. The observed seismic damage of the retrofit frames was decreased to the specified limit. The initial stiffness of the frames with flexible foundation was lower than that of the fixed base resulting to the larger displacement and the higher seismic damage of the structures.th_TH
dc.identifier.citationPhaiboon Panyakapo (2021) “Seismic Analysis of RC Frames with Brick Infill Panel Strengthened by Steel Cage and Expanded Metal,” Engineering Journal, Vol. 25, No. 4, pp. 29-44.th_TH
dc.identifier.issn0125-8281
dc.identifier.urihttps://dspace.spu.ac.th/handle/123456789/7739
dc.language.isoenth_TH
dc.publisherEngineering Journalth_TH
dc.relation.ispartofseriesVol. 25, No. 4th_TH
dc.subjectSeismicth_TH
dc.subjectstrengtheningth_TH
dc.subjectsteel cageth_TH
dc.subjectnonlinear static analysisth_TH
dc.subjectnonlinear time history analysisth_TH
dc.titleSeismic Analysis of RC Frames with Brick Infill Panel Strengthened by Steel Cage and Expanded Metalth_TH
dc.typeArticleth_TH

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