Reciprocal Inhibition: Research Edition; Quantum Algorithms

Reciprocal Inhibition

 

Update 07-02-2026 handwritten/typed notes by Travis RC Stone

 

Abstract

 

The original report introduces an agnostic framework modeling recursive dynamic oppositional agents. Core structures consist of operator systems: 1 representing differential tension ("R"), & the other is representing function ("R!") trends toward balance over time. A Collapse & divergence threshold is defined as a signal delta & derivatives magnitude, this enables a model to be general across logical, physical, biological, computational, & emergent systems.

Functionnal resolution of a bounded difference  in its divergence as an unrestrained recursive acceleration, framework, the essential logic behind system stability, bifurcation, & convergence. Drift measures deviation, while reciprocal asymptotic operator models return-to-equilibrium trajectories. This allows the system to interpret, react, & stabilize through feedback-driven dynamics.

 

The Stone Law S=MTF recursive functions:

 

Recursive expression of universal self-governance as tension resolves

 

 

R = R_1 - R_0

 

• R_0  = Baseline / inhibited force

• R_1  = Active / opposing force

• R  = Recursive internal tension signal

 

1. Detect system imbalance

2. Resolve internal tension

3. Support decision, adaptation, or collapse

4. Apply across domains (AI, biology, logic, ethics, engineering)

 

The novelties and originality of this pseudo biological structure is extensive.

With a minimal form, recursive logic, Domain-agnostic, system that self-regulates, self-corrects, and self-collapses, leverages biology with symbolic feedback logic, 3D Visualization of recursive tension over time, Drift & normalization logic from (0,0,0), Modular Python timeline tracker system.

 

A universal law

 that gives any system the ability to measure, resolve, & adapt through internal tension—enabling self-governance, decision-making, and collapse.

 

 

Stones reciprication framework With infinite octinary, Universiality, quantum convergence and divergence and delta drift coordinate transformation 

As an attempt at a formal mathematical protocol for a-dimensional variable variation stability tracking in an asymptotic system.

MATRIX & EMPIRICAL SPACE

When avoiding delta drift when calculating by hand, first transform raw, dimensional real-world measurements into a unified, independent scalar baselines. Meaning empirical data is plotted on a single dimension. The Stones Law accepts 3 variables but can be modified. When accounting for the three variables, each carries its own distinct unit structure: Time, Mass, and Field Intensity these can be translated across sectors, and markets.

    When  resolving the system tension found when delta drifts, conflicts between these mixed physical quantities are linearly mapped into a singular spatial variable designated as capital S. The transformation of three independent variables into a dependent variable occurs. This transformation uses 3 configuration constants alpha, beta, and gamma, to normalize values into a common field. The calculation for the coordination of data in space is written as : 

 

“the spatial coordinate capital S equals alpha multiplied by time, plus beta multiplied by mass, plus gamma multiplied by field intensity”

 

“Once the spatial coordinate capital S is obtained, it is passed through a universal chaotic scaling function to establish a stable, invariant baseline value, denoted as capital U of capital S”

“This baseline uses the universal Feigenbaum scaling constant, approximately equal to four point six six nine two”

The independent universality baseline is computed manually as follows: 

 

“the baseline value capital U of capital S equals four point six six nine two multiplied by the hyperbolic tangent of the spatial coordinate capital S”

“The output capital U of capital S represents the absolute geometric template against which all subsequent operational tensions are evaluated”

Stones Law as a recursive layered tension distribution map

Stones framework operates through discrete structures. Each layer acts as a structure of sorts. The orders of operations are to be indexed by the integer variable “k”. This System does not tracking raw changes in path variables. This protocol evaluates a system's balance at each recursive layer using the Stone Law recursively tracking the structures.

Stone Law defines tension as a net signal, capital R, as the distinction  between forces which are opposing and competing. This acts with the system space as an “Active Force” & “Inhibited Force”. At any specific recursive layer “k”, the empirical variables split into opposing forces exponential growing & decaying multipliers governed by the operator.

At each individual variable within the system space, oppositional forces at layer “k” are able to be calculated by hand as follows:

 

• Time component- Active Force = the exponential of “k” multiplied by time & alpha. Inhibited Force equals exponential of negative “k” multiplied by time & alpha

 

• Mass component- Active Force = the exponential of “k” multiplied by mass & beta. Inhibited Force equals exponential of “-k” multiplied by mass & beta.
• Field component- Active Force = the exponential of “k” multiplied by field intensity & gamma. Inhibited Force equals exponential of negative k multiplied by field intensity & gamma.

Applying the Stone Law, to the individual tension signals for each variable at layer “k”

• Time tension- net tension sub time = Active Force of Time minus Inhibited Force of Time
• Mass tension- net tension sub mass = Active Force of Mass minus Inhibited Force of Mass.
• Field tension- net tension sub field = Active Force of Field minus Inhibited Force of Field.

 

A Net Systemic Tension Signal, write as “R”, is the sum of these three individual tension distributions.  

net signal tension  “R” = time tension  + mass tension  + field tension intensity.

MATHEMATICAL PROTOCOL : HAND CALCULATION

The movement of the systems introduction to a unit conflicts, of raw tension values can be mapped on an coordinate space. The coordinate Space can be mapped by Infinite Octinary a Stone Mathematical algorithm leverages exponential growth and floating point decay. One process that can be taken is; convert dimensional metrics into unitless tracking coefficients to allow mathematically valid calculations of the systems deviations.

Strain history of calculations 

An operational state must be  calculated in three distinct behavioral metrics from the net tension history:

 

• Raw tension, assigned “x”, where “x” = net tension signal “R”
• Velocity or rate the tension changes over unit steps, “y”, where “y” = net tension signal “R”  derivative, respecting step changes.
• Strain history or momentum, “z” where “z” = definite integral of net tension signal “R” In all processed layers.

Spatial Normalization & Translation

“x”, “y”, & “z” do not use a standard spatial distance formula when normalizing the value of there sdisperate variable’s. Rhis is an attempt in the development of a bridge for the gap, between researchers ability to normalize metrics by its respective baseline threshold, and  historical standard deviation within the local operational sequence.

“x” scale,  “y” scale, & “z” scale represent these characteristic scaling limits. As an abstract ambiguous or symbolic unitless, normalized phased coordinates bar x, bar y, and bar z are calculable by hand as:

 

• Bar x = raw magnitude x / by x scale.
• Bar y = velocity y / by y scale.
• Bar z = strain history z / by z scale

 

These 3 unitless values form a coordinate System, called Octinary State Vector. The systems vectors within 1 of 8 distinct structural phases, or octaves, based purely on whether the values are (+/-).

Calculate Drift

Normalization resolved conflicts in units, and the total deviation of the system from its Centration or balanced origin can be accurately measured. Drift, representing a structural deviation in data plotting. When calculated by hand using the Euclidean norm of unitless coordinates: 

“ Drift equals the square root of the sum of bar x squared plus bar y squared plus bar z squared.”

Evaluate Bounded Normalization Functions

Structural breakdown occurs or returns to a state of balance, if the Drift is mapped onto a strict scale bounded between 0 and 1. Mapping is done with a “hyperbolic tangent function”, where lambda represents pre-established System Capacity Threshold: 

“the bounded normalization function f sub N equals the hyperbolic tangent of the quantity of the Normed Drift divided by lambda”

 

PATH OPERATORS & CONTROL CRITERIA

System governance by competing-paths can satisfy conditions for self-stabilizing & regulating threshold structural failures.

 

Equilibrium (Dampening 0)

Capacity constraints & acceleration of tension at low, Reciprocal Asymptotic Operators, designations “R” factorial, to activate & suppress internal noise. Operator calculations decay & tension across subsequent steps use feedback damping coefficient, written as alpha. Regulated tension trajectory is: “the regulated trajectory “R!” of time = net tension “R” signal multiplied by exponential of negative alpha multiplied by time.” Exponential decay forces tension value toward 0. limits of the regulated trajectory “R!” of time as time or step index approaches infinity is exactly equal to 0. Complete stabilization, where the system successfully dampens out to an output of 0. This state represents Stability.

Ultimate Failure (Approaching One, True)

Unrestrained recursive acceleration, breaches critical Divergence Thresholds, & is written as tau. Thresholds evaluate combined impact of tension magnitude & immediate change rate : Divergence threshold tau = absolute value of raw magnitude x multiplied by velocity “y”, being greater than or equal to the designated capacity limits.

tau value will meet or exceed designated system capacity, Bounded Normalization Functions saturate completely. A limit of bounded normalization functions f sub N of Drift approaches exactly 1 as divergence threshold tau approaches capacity limit.

Boundaries, output 1 or True when reached. Elasticity, can no longer self-correct directionally & triggers the Self-Collapse protocol.

 

BIBLIOGRAPHIC RECORD & CITATION

Traceability & Baseline material detailed are in this report, researchers must cite the foundational documents regarding reciprocal inhibition & Stones Law.

Standard Academic Citation Style

Stone, Travis Raymond-Charlie. "Reciprocal Inhibition." Zenodo, 24 October 2024. DOI: 10.5281/zenodo.16543762."

 

Update 07-02-2026 hand written notes by Travis RC Stone

 

 

Engine:

 

 

import numpy as np

 

def operationalize_reciprocal_inhibition(t_arr, m_arr, phi_arr, init_weights, L_max):

    """

    Operationalizes QCAD tension vectors per recursive step using the Stone Recursive Law (R = R1 - R0).

    Tracks individual variable data distributions across each order of operation.

    """

    # Track the active distribution matrices

    history = {}

    current_W = np.copy(init_weights)

    

    # Linear projection scaling weights for variable contributions to S-space

    alpha, beta, gamma = 1.0, 0.25, 0.75 

    

    print("STARTING RECIPROCAL INHIBITION RUNTIME (DOI: 10.5281/zenodo.16543762)\n")

    

    for k in range(1, L_max + 1):

        history[k] = {}

        

        # 1. Compute Oppositional Agents per variable based on exponential bounds

        # Active Force (R1) expands via e^+k; Inhibited Force (R0) compresses via e^-k

        R1_t, R0_t = np.exp(k) * t_arr * alpha, np.exp(-k) * t_arr * alpha

        R1_m, R0_m = np.exp(k) * m_arr * beta, np.exp(-k) * m_arr * beta

        R1_phi, R0_phi = np.exp(k) * phi_arr * gamma, np.exp(-k) * phi_arr * gamma

        

        # 2. Apply Stone Recursive Law: R = R1 - R0

        R_t = R1_t - R0_t

        R_m = R1_m - R0_m

        R_phi = R1_phi - R0_phi

        

        # Total Systemic Inherent Balance Vector

        R_total = R_t + R_m + R_phi

        

        # 3. Asymptotic Regulation (R!) Operator

        # Models the path's return-to-equilibrium trajectory via sigmoid inhibition bounds

        R_regulatory_operator = 1.0 / (1.0 + np.exp(-np.abs(R_total)))

        

        # 4. Modulating the Weights Directly

        # Weight adjustments are driven by the reciprocal inhibition tension delta

        weight_deltas = 0.01 * R_total * (1.0 - R_regulatory_operator)

        current_W += weight_deltas

        

        # Store Data Distribution parameters per order of operation

        history[k]['Time_Tension_Dist'] = R_t

        history[k]['Mass_Tension_Dist'] = R_m

        history[k]['Field_Tension_Dist'] = R_phi

        history[k]['System_Tension_R']  = R_total

        history[k]['Adjusted_Weights_W'] = np.copy(current_W)

        

        # Log Step Analytics

        print(f"--- [Order of Operation Layer k = {k}] ---")

        print(f" Avg Time Tension (R_t) : {np.mean(R_t):.4f}")

        print(f" Avg Mass Tension (R_m) : {np.mean(R_m):.4f}")

        print(f" Avg Field Tension (R_φ): {np.mean(R_phi):.4f}")

        print(f" Net Tension Signal (R) : {np.mean(R_total):.4f}")

        print(f" Modulated Route Weight : {np.mean(current_W):.4f}\n")

        

    return history

 

# --- Empirical Data Input Matrix ---

# Data metrics gathered from three independent coordinate pathways

empirical_t   = np.array([0.50, 1.20, 2.00])

empirical_m   = np.array([4.10, 4.05, 4.12])

empirical_phi = np.array([0.95, -0.30, 0.15])

 

# Starting influence weights for the 3 functional routes

initial_route_weights = np.array([0.10, 0.10, 0.10])

recursion_depth = 3

 

# Compute operational profiles

distribution_log = operationalize_reciprocal_inhibition(

    empirical_t, empirical_m, empirical_phi, initial_route_weights, recursion_depth

)

 

 

 

 

 

#Simulator:

 

 

import numpy as np

 

def calculate_octinary_normed_drift(R_current, dR_dt, historical_strain, lambda_threshold):

    """

    Step 2 (Optimized via Octinary Logic): Maps 3D trajectories into 

    dimensionless octant phase metrics to calculate a uniform Normed Drift.

    """

    # 1. Establish Characteristic Baselines to remove mixed unit conflicts

    # Normalize each variable by its respective operational mean/limit

    eps = 1e-9

    norm_x = R_current / (np.std(R_current) + eps)

    norm_y = dR_dt / (np.std(dR_dt) + eps)

    norm_z = historical_strain / (np.std(historical_strain) + eps)

    

    # 2. Derive the 8-state Octinary Vector (Determines which of the 8 structural sectors the path sits in)

    octant_vector = np.array([norm_x, norm_y, norm_z])

    

    # 3. Calculate a mathematically valid, dimensionless Normed Drift (D)

    # Because all components are now unitless scale vectors, the Euclidean norm works perfectly

    normed_drift_D = np.sqrt(norm_x**2 + norm_y**2 + norm_z**2)

    

    # Step 3 Integration: Evaluate system saturation using the tanh capacity function

    system_saturation_fN = np.tanh(normed_drift_D / lambda_threshold)

    

    return normed_drift_D, system_saturation_fN, octant_vector

 

# --- Execution Validation Matrix ---

# Simulating a specific operational step with mixed units:

raw_tension   = 4.5       # Unit: [Force Delta]

tension_vel   = 12.8      # Unit: [Force / Time]

accum_strain  = 150.2     # Unit: [Force * Time]

system_cap_λ  = 5.0       # Dimensionless Threshold Scaling

 

# Process the octinary bridge

drift_D, saturation, vector = calculate_octinary_normed_drift(

    raw_tension, tension_vel, accum_strain, system_cap_λ

)

 

print(f"Unitless Octinary Vector Grid: {np.round(vector, 4)}")

print(f"Validated Normed Drift (||D||) : {drift_D:.4f}")

print(f"Bounded Saturation Profile (f_N): {saturation:.4f}")

 

 

 

 

 

 

 

 Weight optimize

 

 

import numpy as np

 

def compute_third_order_qcad_weights(W_initial, delta_drift, L_max):

    """

    Computes Third-Order QCAD weight adjustments to modulate path routes.

    

    Parameters:

    W_initial (array): Current baseline path weights.

    delta_drift (array): Continuous directional shifting parameter.

    L_max (int): Recursion depth (feedback layers).

    """

    # Initialize arrays to map the change/adjustments in weights

    infinifurcation_weight_delta = np.zeros_like(W_initial, dtype=float)

    immersifurcation_weight_delta = np.zeros_like(W_initial, dtype=float)

    

    # Third-Order Recursive Layer Execution

    for k in range(1, L_max + 1):

        # Base driver combining current weight influence with delta drift

        weight_influence_field = W_initial * delta_drift

        

        # QCAD Recursive expansion / decay updates

        infinifurcation_weight_delta += np.exp(k) * weight_influence_field

        immersifurcation_weight_delta += np.exp(-k) * weight_influence_field

        

    return infinifurcation_weight_delta, immersifurcation_weight_delta

 

# --- Execution Setup ---

# 5 distinct path pathways currently active in the system

current_path_weights = np.array([0.5, 0.5, 0.5, 0.5, 0.5])

# Delta drift simulating system turbulence/drift across paths

delta_drift_vector   = np.array([0.02, -0.05, 0.08, -0.01, 0.04]) 

layers = 3

 

# Calculate pure weight adjustments

inf_deltas, imm_deltas = compute_third_order_qcad_weights(current_path_weights, delta_drift_vector, layers)

 

# Apply modifications to adjust future routes

modulated_weights_inf = current_path_weights + inf_deltas

modulated_weights_imm = current_path_weights + imm_deltas

 

print("Infinifurcation Weight Adjustments:\n", np.round(inf_deltas, 4))

print("Immersifurcation Weight Adjustments:\n", np.round(imm_deltas, 4))

print("\nModulated Path Weights (Infinifurcation Routes):\n", np.round(modulated_weights_inf, 4))

 

 

 

 

 

 

 

Simulator:

 

import numpy as np

 

def project_qcad_drift(V_current, W_current, universality_constant, L_max, mode="infinifurcation"):

    """

    Projects dependent values via weight modulation and outputs QCAD-bounded delta drift.

    """

    # 1. Project next state dependent value based on weight modulation

    V_next = V_current * (1.0 + W_current * universality_constant)

    

    # 2. Calculate the raw drift between dependent states

    raw_drift = V_next - V_current

    

    # 3. Apply QCAD operator to bound the output delta drift

    bounded_delta_drift = np.zeros_like(V_current, dtype=float)

    

    for k in range(1, L_max + 1):

        exponent = k if mode == "infinifurcation" else -k

        bounded_delta_drift += np.exp(exponent) * raw_drift

        

    return V_next, bounded_delta_drift

 

# --- Execution Matrix ---

# Independent Variable (Invariant)

UNIVERSALITY_U = 4.6692  # e.g., Feigenbaum scaling constant

 

# System State Parameters

dependent_values = np.array([10.0, 20.0, 30.0])

modulation_weights = np.array([0.01, -0.02, 0.05])

layers = 3

 

# Execute recursive step

next_values, output_drift = project_qcad_drift(

    dependent_values, 

    modulation_weights, 

    UNIVERSALITY_U, 

    layers, 

    mode="infinifurcation"

)

 

print("New Dependent Values:", np.round(next_values, 4))

print("Bounded Delta Drift Output:", np.round(output_drift, 4))

 

 

 

 

 

 

 Weight mod:

 

 

import numpy as np

 

def calculate_system_space(time, mass, field, coefficients=(1.0, 1.0, 1.0)):

    """Computes the unified independent parameter S from t, m, and phi."""

    c_t, c_m, c_phi = coefficients

    return (c_t * time) + (c_m * mass) + (c_phi * field)

 

def project_s_space_qcad(V_curr, W_curr, S_space, L_max, mode="infinifurcation"):

    """

    Projects delta drift output using S-space as the independent universality driver.

    """

    # Universality function scaled by the invariant geometry of S-space

    # (Using a standard scaling law approach U(S) = Feigenbaum * S)

    FEIGENBAUM_ALPHA = 2.5029

    U_S = FEIGENBAUM_ALPHA * np.sin(S_space)  # Boundary periodic wave function

    

    # Update dependent values via weight modulation on the U(S) space

    V_next = V_curr * (1.0 + W_curr * U_S)

    raw_drift = V_next - V_curr

    

    # Recursive QCAD boundary tracking

    bounded_delta_drift = np.zeros_like(V_curr, dtype=float)

    for k in range(1, L_max + 1):

        exponent = k if mode == "infinifurcation" else -k

        bounded_delta_drift += np.exp(exponent) * raw_drift

        

    return V_next, bounded_delta_drift

 

# --- Execution Matrix ---

# 1. Define independent components across 3 distinct nodes

t_vec = np.array([1.0, 2.0, 3.0])    # Time coordinates

m_vec = np.array([0.5, 0.5, 0.5])    # Static mass values

phi_vec = np.array([0.1, 0.8, -0.4]) # Dynamic field intensities

 

# 2. Compute unified independent space S

S_nodes = calculate_system_space(t_vec, m_vec, phi_vec)

 

# 3. System state metrics

dependent_vals = np.array([100.0, 150.0, 200.0])

meta_weights = np.array([0.02, -0.01, 0.03])

recursion_depth = 3

 

# 4. Process recursion

next_vals, drift_out = project_s_space_qcad(

    dependent_vals, meta_weights, S_nodes, recursion_depth, mode="infinifurcation"

)

 

print("Unified Independent S-Space:", np.round(S_nodes, 4))

print("Updated Dependent Values   :", np.round(next_vals, 4))

print("Bounded Delta Drift Output :", np.round(drift_out, 4))

 

 

 

 

 

 

Map:

 

 

import numpy as np

 

def empirical_qcad_tension_mapping(t_data, m_data, phi_data, V_start, W_start, L_max, mode="infinifurcation"):

    """

    Maps empirical variables to S-space, executing recursive weight adjustments

    while measuring systemic tension at every step.

    """

    # 1. Transform empirical inputs into unified independent S-space

    # Coefficients align units of time, mass, and field

    alpha, beta, gamma = 1.0, 0.1, 0.5

    S_space = (alpha * t_data) + (beta * m_data) + (gamma * phi_data)

    

    # 2. Establish Universality Independent Baseline U(S)

    # Using a universal chaotic scaling approximation (e.g. Feigenbaum-scaled baseline)

    FEIGENBAUM_A = 4.6692

    U_S = FEIGENBAUM_A * np.tanh(S_space) 

    

    # Initialize recursive state arrays

    current_V = np.copy(V_start)

    current_W = np.copy(W_start)

    

    print(f"--- Initializing QCAD Calibration (Mode: {mode.upper()}) ---")

    print(f"Target Universality Baseline U(S): {np.round(U_S, 4)}\n")

    

    # 3. Recursive Orders of Operation

    for k in range(1, L_max + 1):

        # A. Measure Systemic Tension (Difference between current value and Universal baseline)

        # Tension quantifies the system stress pulling the route toward alignment

        tension = (current_V - U_S) * np.sign(current_W)

        

        # B. Calculate the Bounded Delta Drift for Weight Modulation via QCAD

        exponent = k if mode == "infinifurcation" else -k

        # Delta drift is generated as a function of the step tension

        delta_drift = 0.05 * tension 

        

        weight_delta = np.exp(exponent) * delta_drift

        

        # C. Shift Weights to meet the adjusted targets

        current_W += weight_delta

        

        # D. Project new Dependent Value state based on modulated weights

        current_V = current_V * (1.0 + current_W * U_S)

        

        # Log telemetry at every recursive step

        print(f"[Layer {k}] Average Tension: {np.mean(np.abs(tension)):.6f} | Mean Weight: {np.mean(current_W):.4f}")

        

    return current_W, current_V, tension

 

# --- Empirical Data Input Matrix ---

# Simulating real-world telemetry from 3 sensor nodes

empirical_time  = np.array([0.12, 0.45, 0.78])  # t

empirical_mass  = np.array([5.20, 5.25, 5.18])  # m

empirical_field = np.array([0.89, -0.12, 0.34]) # Φ

 

# Initial dependent values and control weights

initial_values = np.array([10.0, 12.0, 11.5])

initial_weights = np.array([0.02, 0.01, 0.03])

layers = 4

 

# Run the recursive execution

final_weights, final_values, final_tension = empirical_qcad_tension_mapping(

    empirical_time, empirical_mass, empirical_field, 

    initial_values, initial_weights, layers, mode="immersifurcation"

)

 

 

 

 

Spectrum Limit:

 

 

import numpy as np

 

def project_qcad_spectrum(P_field, L_max):

    """

    Projects data into QCAD spectrum limits across recursive layers.

    """

    # Initialize arrays for upper (+) and lower (-) boundary accumulators

    upper_limit = np.zeros_like(P_field, dtype=float)

    lower_limit = np.zeros_like(P_field, dtype=float)

    

    # Recursively accumulate the exponential feedback layers

    for k in range(1, L_max + 1):

        upper_limit += np.exp(k) * P_field

        lower_limit += np.exp(-k) * P_field

        

    return lower_limit, upper_limit

 

# Example: Data array representing your dynamic field P(x, t) at a given timeframe

raw_data = np.array([0.1, 0.5, 0.2, 0.8, 0.4])

recursion_depth = 4

 

# Execute projection

lower_bounds, upper_bounds = project_qcad_spectrum(raw_data, recursion_depth)

 

# Display the resulting mapped spectrum limits

print("Lower Spectrum Limits (Stability):", np.round(lower_bounds, 4))

print("Upper Spectrum Limits (Divergence):", np.round(upper_bounds, 4))

 

 

 

 

 

 

 

StoneBit:

 

 

import random

 

class SuperpositionQubit:

    def __init__(self):

        # Your original mappings wrapped legally

        self.state_0 = "0"  # represented None

        self.state_1 = "1"  # represented True

        self.collapsed = False

 

    def __str__(self):

        # Prints {} if unmeasured, or the result if measured

        if not self.collapsed:

            return "{}"

        return self.measured_value

 

    def measure(self):

        self.collapsed = True

        # 50/50 chance of collapsing to either basis state

        self.measured_value = random.choice([self.state_0, self.state_1])

        return self.measured_value

 

# 1. Initialize the qubit in superposition

qubit = SuperpositionQubit()

 

# 2. This matches your exact print output requirement!

print(f"Unmeasured state: {qubit}")  # Outputs: Unmeasured state: {}

 

# 3. Collapse the wave function

result = qubit.measure()

print(f"Measured state  : {qubit}")  # Outputs: Measured state  : 0 (or 1)

 

 

 

Measure:

def measure_qubit(state):

    # Calculate probabilities from amplitudes

    prob_0 = abs(state["0"])**2

    

    # Generate a random float between 0.0 and 1.0

    u = random.random()

    

    # Collapse the wave function

    return "0" if u < prob_0 else "1"

 

# Run a sample measurement

collapsed_result = measure_qubit(qubit)

print(f"Measured Result: {collapsed_result}")

 

 

 

 

 

 

import random

import cmath

 

# Equal superposition (Hadamard state): 50% chance of 0, 50% chance of 1

alpha = 1 / cmath.sqrt(2)  # Amplitude for |0>

beta = 1 / cmath.sqrt(2)   # Amplitude for |1>

 

qubit = {"0": alpha, "1": beta}

print(f"Qubit State: {qubit}")

 

Written by Travis Raymond-Charlie Stone data compilation by Gemini