Analytical and Sensitivity Analysis of Transverse Vibration Frequencies for Cables with Intermediate Elastic Supports

Published: 26 June 2026| Version 1 | DOI: 10.17632/st7y7cgnhr.1
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Description

Public release of source code, figures, and reproduction scripts accompanying the submitted paper "Analytical and Sensitivity Analysis of Transverse Vibration Frequencies for Cables with Intermediate Elastic Supports".

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Steps to reproduce

30-Second Quick Reproduction ```bash cd /path/to/public_release bash scripts/run_validate.sh # 4th-order analytical vs FEM, ~30 s bash scripts/run_eq13.sh # Eq.(13) sensitivity 3-set verification, ~3-5 min bash scripts/run_figures.sh # Fig.1-8 paper figures + FEM baseline, ~2 min ``` **Expected core results**: - Max relative error between 4th-order analytical and FEM = **0.47%** - ∂f/∂x̂₁ analytical secant vs FE secant deviation = **< 3%** - Vieta self-consistency = **pass** (α²·β²=ω̂², α²-β²=ξ²)

Categories

Cable Structure, Bridge Engineering

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