RESPONSE OF BEAMS TO PROPAGATING BOUNDARY EXCITATION

An exact solution is presented for the transient response of viscously damped Bernoulli-Euler beams with arbitrary boundary conditions that are subjected to directly applied dynamic loads in addition to arbitrary support motion. It is shown that, for certain system characteristics, the wave-like progression of the disturbance may have a significant influence on the structural response of such beams. /Author/

  • Corporate Authors:

    John Wiley & Sons, Incorporated

    111 River Street
    Hoboken, NJ  USA  07030-6000
  • Authors:
    • Masri, S F
  • Publication Date: 1976-7

Media Info

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Filing Info

  • Accession Number: 00152978
  • Record Type: Publication
  • Files: TRIS
  • Created Date: May 31 1977 12:00AM