The Structural Engineer > Archive > Volume 48 (1970) > Issues > Issue 1 > Automatic Limit Analysis of Triangulated Space Structures
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Automatic Limit Analysis of Triangulated Space Structures

A method is presented for estimating automatically the ultimate strength of pin-join ted triangulated structures. The method is based on the principal assumption that individual members can resist a constant load affer buckling or after yielding in tension and it has been incorporated into a computer program. Professor Y.K. Shin

Author(s): Be, Y K Shin

Keywords: software;steel;frames;plantic methods;analysis