作者: J.M.T. Thompson , A.C. Walker
DOI: 10.1016/0020-7683(69)90013-4
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摘要: Abstract A general perturbation theory for the branching analysis of discrete conservative structural systems is presented. Such are best analysed without resort to a scheme diagonalization, and absence such distinguishes present development from earlier studies. The tensor notation system sliding axes employed in studies however considerable analytical value therefore retained. presented both specialized class some features established. application two problems finally outlined its merits discussed.