theorem upstream_reform_beta_weighted
{sigma_prev delta beta_n₁ beta_n₂ : ℝ}
(hσ : 0 < sigma_prev) (hδ : delta ≠ 0)
(hβ₁ : 0 < beta_n₁) (hβ₂ : 0 < beta_n₂) (hβ : beta_n₁ < beta_n₂) :
welfareContribution sigma_prev delta beta_n₂
< welfareContribution sigma_prev delta beta_n₁ := by
exact upstream_reform_beta hσ hδ hβ₁ hβ₂ hβ## Eigenstructure Bridge and Damping Cancellation with Weights