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Can damping be ignored in transient structural dynamic optimization?

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Abstract

In this note, we show that for a undamped structure, the solution of transient response sensitivity contains resonant terms that grow with time without bounds. Thus damping cannot be ignored in transient structural dynamic optimization.

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References

  • Kang BS, Park GJ, Arora JS (2006) A review of optimization of structures subjected to transient loads. Struct Multidiscip Optim 31(2):81–95

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Correspondence to B. P. Wang.

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Wang, B.P., Cheng, G. Can damping be ignored in transient structural dynamic optimization?. Struct Multidisc Optim 54, 197–198 (2016). https://doi.org/10.1007/s00158-015-1392-z

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  • DOI: https://doi.org/10.1007/s00158-015-1392-z

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