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Structural Selection
eq:CCCC2_fitline

Equation CCCC2_fitline

Y=αX,α=ξEcl2.Y = \alpha X, \qquad \alpha=\frac{\xi}{E_{\mathrm{cl}}^2}.

Source

Appendix CCCC2 — Observational Fit and Universal Closure Scale — Gravity as a Temporally Closed Dynamical Phase

Gravity as a Temporally Closed Dynamical Phase/76_Appendix CCCC2 — Observational Fit and Universal Closure Scale.TEX

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