%0 Journal Article %1 nayfeh1974nonlinear %A Nayfeh, Ali %A Mook, Dean %A Sridhar, Seshadri %D 1974 %K Nonlinear-analysis elements structural %T Nonlinear analysis of the forced response of structural elements %X A general procedure is presented for the nonlinear analysis of the forced response of structural elements to harmonic excitations. Internal resonances (i.e., modal interactions) arc taken into account. All excitations arc considered, with special consideration given to resonant excitations. The general procedure is applied to clamped-hinged beams. The results reveal that exciting a higher mode may lead to a larger response in a lower interacting mode, contrary to the results of linear analyses.

@article{nayfeh1974nonlinear, abstract = {A general procedure is presented for the nonlinear analysis of the forced response of structural elements to harmonic excitations. Internal resonances (i.e., modal interactions) arc taken into account. All excitations arc considered, with special consideration given to resonant excitations. The general procedure is applied to clamped-hinged beams. The results reveal that exciting a higher mode may lead to a larger response in a lower interacting mode, contrary to the results of linear analyses.}, added-at = {2020-04-06T16:31:52.000+0200}, author = {Nayfeh, Ali and Mook, Dean and Sridhar, Seshadri}, biburl = {https://www.bibsonomy.org/bibtex/2f63bdc83402b3b52c39968cdd182576b/ceps}, interhash = {a76a4deca4d934bb7a5b076305b07a89}, intrahash = {f63bdc83402b3b52c39968cdd182576b}, keywords = {Nonlinear-analysis elements structural}, timestamp = {2023-12-20T14:38:14.000+0100}, title = {Nonlinear analysis of the forced response of structural elements}, year = 1974 }