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Published in 2020 at "International Journal of Structural Stability and Dynamics"
DOI: 10.1142/s0219455420500479
Abstract: An efficient numerical technique is proposed for determining the buckling load of two-dimensional skeletal structures. The key formulation is based upon the principle of stationary total potential ...
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Keywords:
adaptive procedure;
skeletal structures;
analysis skeletal;
procedure buckling ... See more keywords