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- W2074036306 abstract "The first part of the paper deals with determining the available rotation capacity of wide-flange steel beams and beam-columns limited by local plastic buckling of flange and web. Using a collapse plastic mechanism composed of plastic zones and yield lines, a specialized computer program DUCTROT 96 is developed with the aim of determining the ultimate plastic rotation. The factors influencing the rotation capacity are included in the analysis: material properties, member dimensions, interaction between flange and web in-plane or out-of-plane, plastic buckling, cyclic loading, etc. In the second part, the theoretical results are compared with experimental and numerical tests." @default.
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- W2074036306 date "1997-07-01" @default.
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- W2074036306 title "Available rotation capacity of wide-flange beams and beam-columns Part 1. Theoretical approaches" @default.
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- W2074036306 doi "https://doi.org/10.1016/s0143-974x(97)00044-8" @default.
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