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.
References
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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