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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 ... Click to show full 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 ...
Keywords:
adaptive procedure;
skeletal structures;
analysis skeletal;
procedure buckling;
buckling analysis;
efficient adaptive
Journal Title: International Journal of Structural Stability and Dynamics
Year Published: 2020
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Journal Title: International Journal of Structural Stability and Dynamics
Year Published: 2020
Link to full text (if available)
Share on Social Media: Sign Up to like & get
recommendations!