Final Pre-Freeze Version

Process v1.2

PURPOSE AND SCOPE

CTM Process v1.2 is the third incremental refinement of the Cortex Translation Methodology (CTM).
It introduces controlled feedback loops that adjust domain-specific stress accumulation based on governance and friction conditions from the previous timestep.

v1.2 adds:

CompositeDamping, derived from DriftStability and OscillationIndex.
Governance Feedback Multiplier (GFM_i) — modulates domain stress based on governance composites.
Friction Feedback Multiplier (FFM_i) — modulates domain stress based on oscillation dynamics and damping.
A mandatory Load clamp:
- Load_i ≥ 0 (no negative civic stress)
- Load_i ≤ Load_i_max (provisional ceiling for v1.2)
Clarifications on multiplier bounds and composite ranges.
A formal note identifying v1.2 as a delta-spec dependent on v1.1.

v1.2 preserves:

The full 8-step CTM Process pipeline
All domain definitions
All v1.1 governance modifiers
All v1.1 composite metrics (Amplification, Latency, OscProb, Stability)
Drift, smoothing, shock memory
Threshold evaluation and trajectory classification
Deterministic ordering of steps

v1.2 does not introduce new domains, thresholds, or cross-domain coupling.
All feedback remains per-domain, independent, and strictly bounded.

CTM consumes upstream signal metrics (e.g., persistence, diversity, load) that are defined and calculated by CT Monitor. CTM does not define or compute these metrics

DEFINITIONS AND INHERITANCE

v1.2 inherits all definitions, terms, formulas, and constructs from:

CTM Model v1.0 (six-layer architecture)
CTM Process v1.1 (governance modifiers, composites, friction metrics, smoothing, drift)
Governance Styles v1.0

If a term appears in v1.2 without explicit definition,
its definition is inherited from v1.1 unless superseded here.

1.9 Relationship to v1.1 (Delta Spec Note)

CTM Process v1.2 is a delta specification, defining only extensions, corrections, and modifications to CTM Process v1.1.
It is not a standalone specification.
All undefined terms must be interpreted exactly as defined in v1.1.

NEW ARCHITECTURE IN v1.2

v1.2 introduces bounded, deterministic feedback, applied only to:

domain-specific incoming stress terms
using composites from timestep t–1
with hard-capped multipliers in the range [0.8, 1.2]

v1.2 does not modify:

decay mechanics
drift or stability computation
smoothing equations
threshold evaluation
shock memory accumulation
classification logic

All feedback is strictly feed-forward per event.

COMPOSITE DAMPING

Definition

Inputs from v1.1:

DriftStability(t) ∈ [0,1]
OscillationIndex(t) ∈ [0,1]

Raw formula:

CompositeDamping_raw(t) =
      DriftStability(t)
    * (1 - OscillationIndex(t))

Smoothing

CompositeDamping(t) =
      λ_damp * CompositeDamping_raw(t)
    + (1 - λ_damp) * CompositeDamping(t-1)

Where λ_damp = 0.5.

Bounds

CompositeDamping is provably bounded within [0,1], due to:

bounded inputs
multiplicative structure
smoothing

DOMAIN SENSITIVITY COEFFICIENTS

Each domain has inherent responsiveness to governance and friction feedback.

Domain	GovSensitivity_i	FrictionSensitivity_i
Executive	0.8	0.6
Legislature	0.7	0.5
Judiciary	0.2	0.1
Norms	0.6	0.7
Security	0.3	0.3
Economy	0.5	0.7
Media/Information	0.9	0.9
Civic Culture	0.7	0.8

These values are v1.2 defaults and may be adjusted in future versions.

GOVERNANCE FEEDBACK MULTIPLIER (GFM_i)

Inputs:

CompositeAmplification(t−1)
CompositeLatency(t−1)

Weights (global for v1.2):

w_amp = 0.20
w_lat = 0.15

Formula:

GFM_i(t-1) = clamp(
    1 + GovSensitivity_i * (
          w_amp * CompositeAmplification(t-1)
        - w_lat * CompositeLatency(t-1)
    ),
    0.8, 1.2
)

Notes

GFM_i is hard-capped to [0.8, 1.2].
Governance shocks cannot exceed these bounds.

FRICTION FEEDBACK MULTIPLIER (FFM_i)

Inputs:

CompositeOscProb(t−1)
CompositeDamping(t−1)

Weights:

w_osc = 0.10
w_damp = 0.25

Formula:

FFM_i(t-1) = clamp(
    1 + FrictionSensitivity_i * (
          w_osc * CompositeOscProb(t-1)
        - w_damp * CompositeDamping(t-1)
    ),
    0.8, 1.2
)

Notes

FFM_i is also hard-capped to [0.8, 1.2].
Friction cannot cause unbounded amplification or collapse.

UPDATED LOAD UPDATE (STEP 4)

This is the central change in v1.2.

EffectiveImpact_j(t)

(Inherited from v1.1)

EffectiveImpact_j(t) =
      RawImpact_j
    * Weight_j
    * GovMod_i(t)

StressTerm_i(t)

StressTerm_i(t) =
    Σ_j EffectiveImpact_j(t)

Raw Load Update with Feedback

RawLoad_i(t+1) =
      Load_i(t) * DecayRate_i(t)
    + StressTerm_i(t) * GFM_i(t-1) * FFM_i(t-1)

Load Bounds (Mandatory in v1.2)

Load must remain within physically meaningful bounds.

Let:

Load_i_max = 10,000   // provisional for v1.2

Then:

Load_i(t+1) =
    clamp(RawLoad_i(t+1), 0, Load_i_max)

Smoothing and Post-Smoothing Clamp

If smoothing is enabled (as in v1.1):

SmoothedLoad_i(t+1) =
      α * Load_i(t+1)
    + (1 - α) * Load_i(t)

Load_i(t+1) = clamp(SmoothedLoad_i(t+1), 0, Load_i_max)

Rationale

Prevents negative civic stress
Prevents numeric drift into undefined regions
Protects Drift, OscillationIndex, ShockMemory from invalid states
Establishes a safe upper bound for implementations
Preserves stability verified by Gemini

FULL 8-STEP PIPELINE (UNCHANGED EXCEPT STEP 4)

Event Parsing
Domain Identification
Stress Vector → EffectiveImpact
Load Update with Feedback (modified)
Threshold Evaluation
Drift
Shock Memory
Classification

All steps except Step 4 are inherited from v1.1.

JSON RESULT SCHEMA (UPDATED FOR v1.2)

All fields use snake_case.

{
  "version": "1.2",
  "event_id": "string",
  "timestamp": "string",
  "governance_style": "string",

  "system": {
    "system_load": "number",
    "system_threshold_state": "string",
    "shock_memory": "number",
    "composites": {
      "composite_amplification": "number",
      "composite_latency": "number",
      "composite_osc_prob": "number",
      "composite_damping": "number",
      "composite_stability": "number",
      "cfc": "number"
    }
  },

  "domains": [
    {
      "name": "string",
      "load_t": "number",
      "load_t1": "number",
      "delta_load": "number",
      "delta2_load": "number | null",
      "stress": "number",
      "effective_stress": "number",
      "decay_rate": "number",
      "threshold": "number",
      "effective_threshold": "number",
      "threshold_state": "string",
      "drift_rate": "number",
      "drift_stability": "number",
      "oscillation_index": "number",
      "shock_memory_contrib": "number",
      "gfm": "number",
      "ffm": "number",
      "adjusted_load": "number",
      "trajectory_class": "string"
    }
  ],

  "notes": "string"
}

VERSION CHANGELOG (v1.2)

Added

CompositeDamping
GFM_i and FFM_i
Domain sensitivity coefficients
Load clamps (≥0, ≤Load_i_max)
Clarifications on composite and multiplier bounds
Delta-spec inheritance note

Unchanged

Decay
Drift
Smoothing
Shock memory
Thresholds & classification
Step sequence
Governance modifiers and friction metrics from v1.1

Deferred to v1.3

Multi-domain resonance modeling
Cross-domain coupling
CompositeStability → cross-feedback usage

Cortex Translation Methodology – Process v1.2

Process v1.2

PURPOSE AND SCOPE

DEFINITIONS AND INHERITANCE

1.9 Relationship to v1.1 (Delta Spec Note)

NEW ARCHITECTURE IN v1.2

COMPOSITE DAMPING

Definition

Smoothing

Bounds

DOMAIN SENSITIVITY COEFFICIENTS

GOVERNANCE FEEDBACK MULTIPLIER (GFM_i)

Notes

FRICTION FEEDBACK MULTIPLIER (FFM_i)

Notes

UPDATED LOAD UPDATE (STEP 4)

EffectiveImpact_j(t)

StressTerm_i(t)

Raw Load Update with Feedback

Load Bounds (Mandatory in v1.2)

Smoothing and Post-Smoothing Clamp

Rationale

FULL 8-STEP PIPELINE (UNCHANGED EXCEPT STEP 4)

JSON RESULT SCHEMA (UPDATED FOR v1.2)

VERSION CHANGELOG (v1.2)

Added

Unchanged

Deferred to v1.3