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- W1989988698 abstract "In the nonlinear time-history analysis for high-rise building, different damping models may lead to results with great difference. Limited by the stable time increment, the stiffness proportional damping is usually neglected in Abaqus/Explicit, and only a simplified mass proportional damping is used, which can be derived from the fundamental frequency and the critical damping factor. In this paper, the influence on the results of this method has been researched by numerical examples, the numerical results also show that the stiffness proportional damping cannot be neglected. Based on these comparisons, a more reasonable damping model is presented for improving the results of high frequencies." @default.
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- W1989988698 date "2014-09-01" @default.
- W1989988698 modified "2023-10-06" @default.
- W1989988698 title "Rayleigh Damping in Abaqus/Explicit Dynamic Analysis" @default.
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- W1989988698 doi "https://doi.org/10.4028/www.scientific.net/amm.627.288" @default.
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