Structural Engineering AI • Safety Critical

The Deterministic Divide

Why LLMs Guess Pixels While Physics-Informed Graphs Calculate Loads

The AEC industry faces a critical choice: Pixel-Based Probabilistic AI that hallucinates safety, or Structure-Based Deterministic AI that calculates loads using physics. A balcony doesn't stand because an LLM says it's "robust"—it stands only if the load path satisfies differential equations of equilibrium.

Veriprajna's Geometric Deep Learning framework converts blueprints into mathematical graphs where nodes are structural members and edges are load paths. By embedding physics equations directly into neural network loss functions, we move from probabilistic guessing to deterministic calculation.

49.8%
Top LLM Accuracy on Structural Reasoning (DSR-Bench)
Coin-flip reliability
0.9999
R² Accuracy: Veriprajna GS-PI-DeepONet
Near-perfect precision
7-8×
Speedup vs Traditional FEM Solvers
Real-time analysis
100%
IFC Connectivity Fidelity
No hallucinations

The Balcony Paradox

The foundational failure of applying LLMs to structural safety

🤖 ChatGPT's Verdict

"The balcony structure appears sound. The railing is present and the floor surface looks robust. The design follows standard architectural patterns seen in thousands of balcony images."

Method: Token Prediction
→ Vision Transformer patches (16×16 pixels)
→ Statistical correlation: "vertical + horizontal = safe"
→ No physics calculation performed
Result: Plausible hallucination. The missing back-span connection was never detected.

⚙️ Veriprajna's Analysis

CRITICAL FAILURE DETECTED
Load path discontinuity at cantilever connection

Method: Deterministic Calculation
→ Graph traversal: Load → Foundation path BROKEN
→ PINN physics check: ∑M = 850 kN·m > M_cap = 320 kN·m
→ U* Index streamline terminates abruptly
UNSAFE: Exceeds moment capacity by 266%

"A balcony does not stand because a text description says it is 'robust,' nor does it resist gravity because a pixel-based analysis identifies the visual presence of a railing. It stands only if the load path is continuous, the stress distribution remains within the elastic limit of the materials, and the topology of the structure satisfies the governing differential equations of equilibrium."

— Veriprajna Technical Whitepaper, Executive Summary

Why Multimodal LLMs Fail at Structural Reasoning

The core failure mode: they are probabilistic engines designed to predict tokens, not logic engines designed to solve physical constraints.

The Pixel-Based Trap

Vision Transformers divide images into 16×16 pixel patches. They learn "patch associations"—statistical correlations between clusters of pixels—not true spatial topology.

Input: Pixel Patch (256 values)
Processing: Attention weights
Output: "Looks like a beam"

When pixels are scrambled, ViTs retain high accuracy—proving they don't rely on spatial structure. In engineering, spatial structure is everything.

DSR-Bench Verdict

10 state-of-the-art LLMs tested on 4,140 structural reasoning problems. Top score: 0.498/1.0—coin-flip accuracy.

Multi-hop reasoning: FAIL
Constraint satisfaction: FAIL
Spatial dimensionality: DEGRADES

Performance degrades when problems are described in natural language vs. formal code—LLMs rely on memorized GitHub patterns, not reasoning.

DesignQA Evidence

MLLMs could summarize building codes fluently but failed to apply quantitative constraints to design artifacts.

✓ "What is max deflection?" → Can extract
✗ "Does this beam meet max deflection?" → Cannot apply

Exotic material bias: LLMs suggest titanium/carbon fiber even when context demands cost-effective solutions—optimizing for "high-tech sounding" rather than contextually correct.

Vision Transformers vs. Engineering Reality

Feature Vision Transformer (LLM) Engineering Reality
Input Unit Pixel Patch (16×16 grid) Structural Element (Beam, Column)
Relationship Statistical Correlation (Attention) Physical Causality (Load Transfer)
Spatial Understanding Positional Embedding (Learned) Topological Connectivity (Absolute)
Failure Mode Hallucination (Looks safe) Collapse (Is unsafe)
Data Domain Euclidean (Grid-like) Non-Euclidean (Graph-like)

Pixels vs. Graphs: The Fundamental Difference

LLMs see blueprints as pixel grids. If a black beam appears on a black background, they literally cannot see it. Even worse: they might "see" connections that don't exist because adjacent pixels trigger attention weights.

Veriprajna's Graph Approach

We parse the IFC/BIM schema directly. Nodes represent physical members with material properties (E, I, f_y). Edges represent load transfer relationships defined by the schema—not guessed from pixels.

Node: {type: "Beam", E: 200GPa, I: 8.36e-5 m⁴}
Edge: {connection: "fixed", stiffness: 1e6}
Path: Load → Beam → Column → Foundation ✓
Toggle the demo to see how the same structure appears invisible to pixel-based systems but mathematically precise in graph representation.
Interactive Comparison
⚠️ Low Contrast: Structural members barely visible
Pixel-based view shows low contrast between structural elements and background—similar to how Vision Transformers struggle with black-on-black scenarios.

Geometric Deep Learning: The Mathematical Foundation

To transcend pixel-guessing, Veriprajna builds on Geometric Deep Learning—generalizing neural networks to non-Euclidean domains (graphs and manifolds).

The Non-Euclidean Reality

Standard CNNs operate on Euclidean grids where every pixel has exactly 8 neighbors. Structures are inherently Non-Euclidean:

  • Irregular Topology: A steel truss node might connect to 3 members; a diagrid node might connect to 8. No fixed grid.
  • No Fixed Orientation: Rotating a blueprint 90° changes every pixel value (breaking CNNs), but the Graph remains invariant.
  • Permutation Invariance: The physics doesn't change if we reorder the list of beams—GNNs respect this, Transformers don't.

Mathematical Graph Definition

In Veriprajna, a building is formalized as G = (V, E):

Nodes (V): Structural components
x_v = [Material, E, I, f_y, Geometry, ...]
Edges (E): Physical connections
x_e = [Stiffness, Orientation, Type]

Unlike pixels (RGB values), nodes contain actual physical parameters: Young's Modulus, Moment of Inertia, Yield Strength—the values required for calculation.

Message Passing: How GNNs Simulate Load Flow

ψ(l)

Message Function

Computes force/moment transferred from neighbor u to node v based on edge properties (connection stiffness, orientation).

Aggregation Function

Sums all forces acting on node v from all connected members—mimicking ∑F equilibrium equations.

φ(l)

Update Function

Computes new state (displacement, stress) of node v based on total incoming force—applying Hooke's Law.

By stacking k layers, a 10-layer GNN propagates information 10-hops away: a load on the roof mathematically influences the foundation—a learnable, differentiable simulation of the load path.

From BIM to Graph: The Veriprajna Data Pipeline

1

Topological Extraction

IFC-to-BIMGraph converter parses IFC schema. Identifies IfcRelConnectsElements (physical connections) and maps to edges with 100% fidelity—no guessing.

2

Multimodal Embedding

Fuse semantic ("IPE 300 Steel") and geometric (3D mesh via PointNet) into node vectors. Model understands IPE 300 ≈ HEB 300 but distinct in capacity.

3

Structural Model Output

GNN predicts stiffness parameters (EI, EA) and auto-generates FE input files for OpenSees/SAP2000—automating load takedown preparation.

Physics-Informed Neural Networks: The Engine of Determinism

We don't ask AI to learn physics from data. We teach AI physics by embedding differential equations directly into the loss function.

Embedding Governing Equations

Consider the Euler-Bernoulli beam equation governing a balcony's deflection:

∂²/∂x² (EI ∂²w/∂x²) + q(x) = 0

The total loss function becomes:

L_total = L_data + λ·L_PDE

L_PDE = (1/N) Σ |∂²/∂x²(EI ∂²ŵ/∂x²) + q(x)|²

Using Automatic Differentiation, we compute derivatives of the network's prediction exactly. If the predicted deflection violates equilibrium, L_PDE spikes, forcing correction.

Proven Performance

Spaghetti Bridge Case Study

Physics-Informed Kolmogorov Arnold Network (PIKAN) predicted failure loads with sparse data by integrating geometry and material limit constraints.

Railway Bridge Dynamics

PINNs identified influence lines under dynamic loads where pure-data ML failed to converge. Physics acts as a regularizer—AI's imagination never violates Newton's Laws.

0.9999
R² Accuracy
Graph-Structured Physics-Informed DeepONet
7-8× faster than FEM, FEM-level precision

GS-PI-DeepONet: The Cutting Edge

Veriprajna leverages Graph-Structured Physics-Informed Deep Operator Networks—learning operators (mappings between infinite-dimensional function spaces) on unstructured graphs.

DeepONet
Learns operators: "Load Distribution Function" → "Deflection Function"
Graph-Structured
Handles irregular building geometries CNNs cannot touch
Physics-Informed
PDE residuals enforce equilibrium, compatibility, constitutive laws

Automated Load Path Tracking: The "Spine" of the Structure

An LLM sees pixels. Veriprajna sees the Principal Load Path—rigorously traced using graph theory algorithms.

Matrix-Based Pathfinding

Structure represented as Adjacency Matrix A. By raising A to powers (A^n), we identify all paths of length n between load and foundation.

A² = paths of length 2
A³ = paths of length 3
...
A^k = k-hop connectivity

U* Index Visualization

Calculate U* Index—internal strain energy transfer metric. Principal Load Path defined as "ridgeline" of U* contours (stiffest route).

Streamlines: Runge-Kutta (RK4) integration of ∇U* draws "force flow" lines. If balcony is safe, streamline connects railing→column. If unsafe, streamline terminates abruptly.

Progressive Collapse

Systematically remove nodes (simulate column failure) and re-evaluate graph connectivity using Betweenness Centrality. Identify Cut Sets instantly.

Instant screening: Test thousands of failure scenarios in real-time vs. re-running non-linear FEM for each case.

Interactive Load Path Simulator

Path Analysis Results

Click a structure configuration to analyze...

Legend

Structural Node (Member)
Connection
Active Load Path
High Stress Node

Enterprise Application: The "Verifier" Layer

Veriprajna doesn't replace engineers—we replace the uncertainty of AI adoption with a deterministic verification layer.

Human-in-the-Loop Workflow

🎨

1. Generative Layer

(Probability)

Architects use Midjourney/MLLMs to generate creative concepts: "Show me a cantilevered balcony with parametric railing"

⚙️

2. Veriprajna Layer

(Determinism)
→ Parse to BIM Graph
→ Topology Check (DFS/BFS)
→ Load Path Check (U* Index)
→ Physics Check (σ < f_y?)

3. Feedback Loop

(Constraint)

If physics fails, return hard constraint: "Increase beam depth by 200mm" or "Add back-span connection"—force regeneration

Data Efficiency & Security

PINNs trained on Small Data because physics constraints reduce search space. LLMs need petabytes to learn "vibes."

  • Generalization: GNN trained on steel frames generalizes to new frames—physics (Hooke's Law) doesn't change
  • Privacy: Smaller models deployable on-premise. Sensitive IP (nuclear plants, data centers) never sent to public APIs

Explainability: The "Glass Box"

GNNs map 1:1 to physical objects. We can visualize attention weights and trace exactly why predictions were made.

Traceable Reasoning:
"Column C3 failed because:
  → Load from Beam B1: 450 kN
  → Load from Beam B2: 380 kN
  → Total: 830 kN > Capacity: 720 kN"

Contrast with LLM "black box" where reasoning is hidden in billions of uninterpretable parameters.

The Veriprajna Advantage: Side-by-Side

Capability Standard Multimodal LLM Veriprajna (GDL/PINN)
Core Operation Next-Token Prediction Message Passing (Force Transfer)
Context Window Limited Tokens (Forgetful) Infinite Graph Connectivity
Safety Assurance "It looks safe" (Hallucination) "Physics Residual ≈ 0" (Verified)
Load Pathing Visual Estimation (Guess) Graph Traversal (Algorithm)
Constraint Handling Soft (Often ignored) Hard (PDEs in Loss Function)
Interpretability Black Box Glass Box (Node-Level Attention)
Training Data The Internet (Biased/Noisy) Physics Equations + Structured Data
Accuracy (Structural Reasoning) 49.8% (DSR-Bench) R² = 0.9999
Deployment Cloud API (Privacy Risk) On-Premise (Secure)

The Foundation of Math, Not Probability

The construction industry is unique. In software, a "bug" is an annoyance. In our industry, a "bug" is a tragedy. The hype cycle surrounding Generative AI has obscured this fundamental distinction.

❌ ChatGPT's Verdict

"The balcony is safe because it has seen thousands of photos of balconies, and in those photos, the pixels of the floor usually stay above the pixels of the ground."

✓ Physics Says

"The balcony will collapse because the bending moment at the fixed end exceeds the moment capacity of the section: ∑M > M_cap"

Veriprajna is the platform that allows you to listen to Physics.

We build on the foundation of Graph Theory, Geometric Deep Learning, and Differential Equations. We do not guess pixels. We calculate loads.

Are you building on a foundation of math, or probability?
📄 Read Full Whitepaper

Deploy Physics-Informed AI in Your Engineering Workflow

Veriprajna offers enterprise deployment, custom model training on your BIM data, and integration with existing CAD/BIM pipelines.

For Engineering Firms

  • • Automated structural model generation from IFC/BIM
  • • Real-time load path verification for generative designs
  • • Progressive collapse screening (thousands of scenarios/second)
  • • On-premise deployment for IP security

For Regulators & Academia

  • • Physics-based AI framework for building code compliance
  • • Explainable AI with traceable reasoning paths
  • • Research collaboration on GNN/PINN architectures
  • • Benchmark datasets for structural reasoning evaluation

Complete technical report with 28 peer-reviewed citations: Hardware architecture, Message Passing Neural Networks, PINN mathematics, Graph-Structured DeepONet performance benchmarks, IFC-to-BIMGraph pipeline specifications.