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- W2022943937 abstract "The incremental collapse behavior of elastic-perfectly plastic rigid frame structures subjected to cyclically varying loads can be analyzed by means of energy methods. This approach is based on the assumption that if the total hysteresis energy absorbed by a structure during an indefinitely prolonged repetitive loading program is unbounded, then the structure must ultimately fail. Analyses of a wide variety of multistory, multibay frames—currently extending up to 60 stories and 20 bays—have confirmed that the boundary between safe and unsafe load ranges coincides exactly with the transition from finite to unbounded hysteresis energy dissipation. The results for the larger structures have been obtained with a linear energy extrapolation method. This is a numerical technique that makes it feasible to determine the incremental collapse behavior of a 60-story, 20-bay frame on a time scale of a few hours with a “mini-supercomputer” such as a Prime 9755." @default.
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- W2022943937 date "1990-01-01" @default.
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- W2022943937 title "A computational strategy to determine the incremental collapse envelope for framed structures" @default.
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