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- W4297541975 abstract "AbstractA numerical investigation on the effective use of low yield point (LYP) steel as a replaceable energy dissipation mechanism in a thin-walled steel box column is presented in this paper. Three column sections with modified cross-section using four L angles and replaceable LYP steel plates were tested under constant axial and lateral cyclic loading, so that after a severe lateral loading, the LYP steel plate could be replaced while the L angle supports the column. A standard column with SM490 grade component plates was also analysed to compare the performance of a similar column with an energy dissipation mechanism made out of stiffened LYP steel plate welded to the L angles. The results show that, with the proper corner stiffening technique, the buckling was initiated and developed at the LYP steel plate, which can be easily recovered by replacing the LYP steel plate. In contrast, the columns without the corner stiffening arrangement showed excessive overall buckling in L angles and LYP steel plates. Also, the largest ductility and strength were observed in the column with both plate and L plate stiffeners, while the column with corner plate stiffeners only showed good ductility improvement without a significant strength gain.KeywordsCyclic lateral loadingDuctilityLow yield point steelNonlinear finite element simulationStrengthThin-walled steel box column" @default.
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- W4297541975 date "2022-09-29" @default.
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- W4297541975 title "Lateral Performance of Thin-Walled Steel Box Column with Replaceable Energy Dissipation Mechanism" @default.
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- W4297541975 doi "https://doi.org/10.1007/978-981-19-2886-4_15" @default.
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