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Structural Selection
eq:CCCC2_Ecl

Equation CCCC2_Ecl

Ecl=ξα=\EclBest±\EclErr  \EclUnit.E_{\mathrm{cl}} = \sqrt{\frac{\xi}{\alpha}} = \EclBest \pm \EclErr \;\EclUnit .

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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