Seismic Shakedown Design Of Frames Based
On A Probabilistic Approach
Author(s)
S. Benfratello, L. Palizzolo & P. Tabbuso
Abstract
The present study concerns the optimal design of elastic perfectly plastic
structures subjected to a combination of fixed and seismic loads. In particular,
plane frames are considered and suitable measures of the beam element cross
sections are chosen as design variables. The optimal design is required to behave
in a purely elastic manner when subjected just to the fixed load and to have the
capability to eventually shakedown when simultaneously subjected to fixed and
seismic loads. Due to the natural uncertainness related to the definition of the
seismic load history, a new probabilistic approach is proposed, consisting into
two subsequent search steps. At first a suitably chosen large number of minimum
volume designs are obtained for as many random seismic load histories deduced
by a suitably chosen reference power spectral density function, determining a
probabilistic distribution of optimal volumes. Subsequently, the volume obtained
with probability 1 is assigned as the optimal structural volume, and a new
optimal design problem is solved in order to obtain the material optimal
distribution. The latter is a minimum elastic strain energy one for fixed volume.
The performed applications confirm the effectiveness of the proposed procedure.
Keywords: minimum volume design, seismic loading, shakedown behaviour,
probabilistic approach.
Keywords
minimum volume design, seismic loading, shakedown behaviour,
probabilistic approach.
Related Book
Other papers in this volume
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