<p>For a bar-joint framework <InlineEquation ID="IEq1"> <EquationSource Format="TEX">\((G,\textbf{p})\)</EquationSource> <EquationSource Format="MATHML"><math> <mrow> <mo stretchy="false">(</mo> <mi>G</mi> <mo>,</mo> <mi mathvariant="bold">p</mi> <mo stretchy="false">)</mo> </mrow> </math></EquationSource> </InlineEquation>, a subgroup <InlineEquation ID="IEq2"> <EquationSource Format="TEX">\(\Gamma \)</EquationSource> <EquationSource Format="MATHML"><math> <mi mathvariant="normal">Γ</mi> </math></EquationSource> </InlineEquation> of the automorphism group of <i>G</i>, and a subgroup of the orthogonal group isomorphic to <InlineEquation ID="IEq3"> <EquationSource Format="TEX">\(\Gamma \)</EquationSource> <EquationSource Format="MATHML"><math> <mi mathvariant="normal">Γ</mi> </math></EquationSource> </InlineEquation>, we introduce a symmetric averaging map which produces a bar-joint framework on <i>G</i> with that symmetry. If the original configuration is “almost symmetric”, then the averaged one will be near the original configuration. With a view on structural engineering applications, we then introduce a hierarchy of definitions of “localised” and “non-localised” or “extensive” self-stresses of frameworks and investigate their behaviour under the symmetric averaging procedure. Finally, we present algorithms for finding non-degenerate symmetric frameworks with many states of self-stress, as well as non-symmetric and symmetric frameworks with extensive self-stresses. The latter uses the symmetric averaging map in combination with symmetric Maxwell-type character counts and a procedure based on the pure condition from algebraic geometry. These algorithms provide new theoretical and computational tools for the design of engineering structures such as gridshell roofs.</p>

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Equilibrium stresses in frameworks via symmetric averaging

  • Cameron Millar,
  • Bernd Schulze,
  • Louis Theran

摘要

For a bar-joint framework \((G,\textbf{p})\) ( G , p ) , a subgroup \(\Gamma \) Γ of the automorphism group of G, and a subgroup of the orthogonal group isomorphic to \(\Gamma \) Γ , we introduce a symmetric averaging map which produces a bar-joint framework on G with that symmetry. If the original configuration is “almost symmetric”, then the averaged one will be near the original configuration. With a view on structural engineering applications, we then introduce a hierarchy of definitions of “localised” and “non-localised” or “extensive” self-stresses of frameworks and investigate their behaviour under the symmetric averaging procedure. Finally, we present algorithms for finding non-degenerate symmetric frameworks with many states of self-stress, as well as non-symmetric and symmetric frameworks with extensive self-stresses. The latter uses the symmetric averaging map in combination with symmetric Maxwell-type character counts and a procedure based on the pure condition from algebraic geometry. These algorithms provide new theoretical and computational tools for the design of engineering structures such as gridshell roofs.