General Framework forDynamic Substructuring:History, Review, and Classification of Techniques

نویسندگان

  • D. de Klerk
  • D. J. Rixen
چکیده

B = signed Boolean matrix C = damping matrix f = vector of external forces G = matrix of associated modes g = vector of connecting forces K = stiffness matrix L = Boolean localization matrix M = mass matrix q = vector of unique degrees of freedom R = reduction matrix r = vector of residual forces t = time u = vector of degrees of freedom Y = receptance matrix Z = dynamic stiffness matrix = vector of generalized coordinates = vector of Lagrange multipliers = vector of unique generalized coordinates ! = circular frequency ?m = pertaining to a modal domain property ? s = pertaining to a structure named s ~ ? = primal assembled matrix

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تاریخ انتشار 2008