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• W1990508811 abstract "This work elucidates experimentally and numerically the behavior of steel beam-to-column moment connections proposed by widening and tapering the portion of beam flanges to increase the ductility and strength of the connection used in moment-resisting frames. Effectiveness of the tapered beam flange and the extent to which geometrical variables of the tapered beam flange affects the connection behavior were examined, based on a parametric study using finite element analysis. Additionally, seven full-scale specimens were tested to clarify their cyclic performance. All of the proposed tapered beam flange specimens, using either the column-tree full welded connection or the web-bolted flange-welded connection, achieved satisfactory ductile behavior by forming a plastic hinge in the beam section away from the column face. Extensive yielding, which occurred in the tapered zone of the beam section, resulted in stable energy dissipation. Based on the parametric study and experimental results, we recommend design parameters and a related procedure for practical design applications." @default.
• W1990508811 created "2016-06-24" @default.
• W1990508811 creator A5062499884 @default.
• W1990508811 creator A5072483691 @default.
• W1990508811 date "2013-03-01" @default.
• W1990508811 modified "2023-10-17" @default.
• W1990508811 title "Seismic performance of steel beam-to-column moment connections with tapered beam flanges" @default.
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• W1990508811 doi "https://doi.org/10.1016/j.engstruct.2012.10.003" @default.
• W1990508811 hasPublicationYear "2013" @default.
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