DOI: 10.5937/jaes14-10473
This is an open access article distributed under the CC BY-NC-ND 4.0 terms and conditions.
Volume 14 article 361 pages: 115-120
Free vibration
analysis of the spatial frames consisting of 3D beam elements
is presented in the paper, using the
consistent mass matrix, as implemented in the code ALIN, which is written in
C++. The values of circular frequencies for the spatial simply supported and
clamped-clamped beam, obtained by using ALIN, are compared with the exact
solutions and the solutions obtained by using the code TOWER. In order to obtain
better, more exact, results, it is necessary to discretize the frame into more
finite elements. As opposed to TOWER, which is using the lumped mass matrix,
the code ALIN is using the consistent mass matrix, thus allowing wider
discretization, into smaller number of finite elements, then in the case of
TOWER.
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