Camera calibration and scale mapping
Zhang or fisheye calibration → distortion correction → ChArUco/AprilTag reference → pixel-to-physical-coordinate mapping
JIVISION offers project development and technical assessment for Visual Monitoring of Building, Bridge and Structural Deformation. Scope: Structural displacement, deflection, crack opening and long-term trends.
Structural displacement, deflection, crack opening and long-term trends
Reference points must be stable; isolate temperature and camera-mount drift, and do not substitute visual trends for structural safety appraisal.
These are candidate implementation paths. Establish a baseline on real samples, then select or combine methods for imaging, speed and deployment constraints. Model names do not imply measured project results.
Zhang or fisheye calibration → distortion correction → ChArUco/AprilTag reference → pixel-to-physical-coordinate mapping
Sobel/Scharr/Canny edges → subpixel refinement → RANSAC line, circle or curve fitting → geometric calculation
Shi-Tomasi/FAST features → LK, Farneback or DIS flow; alternatively TAPIR/TAPNext/RAFT → occlusion and drift handling
Feature matching → structure from motion → bundle adjustment → multi-view stereo or TSDF fusion → mesh and texture
Provide drawings/datums, range and tolerances, traceable references, surface materials, working distance, camera arrangement, calibration conditions and cycle time.
Result schema, algorithm or processing configuration, example outputs and evaluation records for: Structural displacement, deflection, crack opening and long-term trends. Software format and source-code scope are agreed in the contract.
Specify input formats, output fields, coordinates/units, error states, versions and invocation methods. Define review and failure handling. The statement of work determines the exact scope of source code, executables, model files or analysis reports.
Displacement error; long-term drift; synchronized sampling; temperature effects
Distinguish resolution, absolute error and repeatability. Compare independent references across the working range, record calibration residuals and environmental/pose changes, and assess the measurement system where required.
These are measures to agree and test, not achieved-performance claims. Freeze samples, reference truth, thresholds and hardware/software versions before acceptance; report subgroup results and failures, identifying under-sampled conditions as uncovered.
Agree targets, stations, inputs and responsibilities in a statement of work, separating required and excluded conditions.
Use representative samples to test critical risks, document feasibility/failures and scope the next-stage estimate.
Implement agreed functions and interfaces with configuration/change records; use offline replay before authorized device or site integration.
Retest against individual measures and hand over contracted artifacts with known limits; manage maintenance, expansion and changeovers as subsequent work packages.
Pixel resolution is not measurement accuracy. Include occlusion, reflections, vibration and thermal drift in the error budget; confirm statutory metrology obligations separately.
Candidate technologies are not license clearance. Check code, model weights, training data and dependency versions separately. Replace, license or exclude components unsuitable for the intended commercial delivery. Customer data is not used for public training by default.
Structural displacement, deflection, crack opening and long-term trends. Deliverables: Result schema, algorithm or processing configuration, example outputs and evaluation records for: Structural displacement, deflection, crack opening and long-term trends. Software format and source-code scope are agreed in the contract.
Reference points must be stable; isolate temperature and camera-mount drift, and do not substitute visual trends for structural safety appraisal.
Task-specific measures: Displacement error; long-term drift; synchronized sampling; temperature effects. Distinguish resolution, absolute error and repeatability. Compare independent references across the working range, record calibration residuals and environmental/pose changes, and assess the measurement system where required.
After reviewing samples for structural displacement, deflection, crack opening and long-term trends, equipment conditions and interfaces, scope validation, development, deployment and acceptance separately. Data coverage, site changes and delivery rights affect the estimate; no fixed performance or schedule is promised before assessment.
Service ID: B34 · Visual Monitoring of Building, Bridge and Structural Deformation
Describe available samples, equipment and target measures. Agree confidentiality and permissions before transferring sensitive or personal data through an approved channel.
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