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dc.contributor.authorLi, Fei
dc.date.accessioned2018-07-24T23:49:11Z
dc.date.available2018-07-24T23:49:11Z
dc.date.issued2015
dc.identifier.urihttp://hdl.handle.net/11122/8844
dc.descriptionMaster's Project (M.S.) University of Alaska Fairbanks, 2015en_US
dc.description.abstractThis study presents an investigation into the behavior of steel-reinforced concrete filled steel tubular columns (CFT) using the finite element software ABAQUS. The steel tube provides lateral confinement to the concrete core which results in an increased concrete compressive strength and deformation capacity. The concrete infill, in return, prevents the inward local buckling within steel tubes. The axial load bearing capacity of CFT is thus higher than the summation of axial load-bearing capacities of the concrete core and the hollow steel tube. The axial force P and moment M interaction diagram is generated.en_US
dc.language.isoen_USen_US
dc.subjectReinforced concreteen_US
dc.subjectColumns, Concreteen_US
dc.titleAnalysis of steel-reinforced concrete-filled steel tube columns (CFT) under axial compression and momenten_US
dc.typeOtheren_US
dc.type.degreems
dc.identifier.departmentDepartment of Civil and Environmental Engineering
refterms.dateFOA2020-03-05T16:21:16Z


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