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Structural Selection
eq:CCCC2_vE

Equation CCCC2_vE

v(E)=c ⁣[1−ξ(EEcl)2],ξ>0,v(E)=c\!\left[1-\xi\left(\frac{E}{E_{\mathrm{cl}}}\right)^2\right], \qquad \xi>0 ,

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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