摘要

The eigenvalue problem of Euler-Bernoulli discontinuous beams is addressed. Specifically. for stepped beams with internal translational and rotational springs, it is shown that a formulation of well-established lumped-mass methods employing exact influence coefficients is readily feasible, based on appropriate Green's functions yielding the response of the discontinuous beam to a static unit force. The latter are not available in the literature: here they are derived, in a closed form, for arbitrary boundary conditions. Advantages of the proposed eigensolution are pointed out and future developments are also discussed.

  • 出版日期2008-12