FEM Investigation of Steel Jacketed RC Column under Eccentric and Cyclic Loading

dc.contributor.advisorGirma, Zerayohannes (Prof.)
dc.contributor.authorYalem, Mesfin
dc.date.accessioned2021-09-06T04:37:19Z
dc.date.accessioned2023-11-11T12:56:41Z
dc.date.available2021-09-06T04:37:19Z
dc.date.available2023-11-11T12:56:41Z
dc.date.issued2021-07
dc.description.abstractStructural members encounter strength deficiency due to improper design, faulty construction and inspection. To overcome this problem, strengthening of structural members when found deficient is necessary and it can be applied prior to hazard or after hazard. Both strengthening ways are applied for different types of structural members (beams, columns, beam-column joints and other structural members). We can apply strengthening of structures members considering the present load carrying capacity and required demand. These strengthening methods result in structural capacity increment as it gives the reinforced concrete member a composite action. Columns are important structural members that transfer loads to foundation and they are sensitive as their failures may lead to complete collapse of buildings. The thesis investigates the structural performance of steel jacketed RC column (using steel cage made from vertical angle and horizontal connecting strip) for the specified parameters under different eccentricity levels and cyclic loading. The study parameters are effect of eccentricity, concrete grade, angle steel grade, horizontal strip grade and strip configuration.en_US
dc.identifier.urihttp://etd.aau.edu.et/handle/12345678/27802
dc.language.isoen_USen_US
dc.publisherAddis Ababa Universityen_US
dc.subjectsteel jacketen_US
dc.subjectsteel cageen_US
dc.subjecteccentricityen_US
dc.subjectconcrete gradeen_US
dc.subjectangle steel gradeen_US
dc.subjecthorizontal strip gradeen_US
dc.subjectstrip configurationen_US
dc.subjectcyclic loaden_US
dc.titleFEM Investigation of Steel Jacketed RC Column under Eccentric and Cyclic Loadingen_US
dc.typeThesisen_US

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