Generalized incremental frequency method for topological designof continuum structures for minimum dynamic compliance subject to forced vibration at a prescribed low or high value of the excitation frequency
Crossref DOI link: https://doi.org/10.1007/s00158-016-1574-3
Published Online: 2016-09-15
Published Print: 2016-11
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Olhoff, Niels
Du, Jianbin
License valid from 2016-09-15