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System and a Method for Performing Modal Analysis on a Structure

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Opportunity

Modal analysis is crucial for assessing the structural integrity and dynamic behavior of architectural structures like towers, bridges, and marine platforms, especially when located in challenging environments such as earthquake zones or oceanic areas prone to waves. Existing methods for identifying torsional vibration modes, a critical failure mode, face significant limitations. Traditional approaches, such as Finite Element Modeling (FEM), require extensive geometrical and physical data, leading to long, expensive testing cycles with substantial deviations between simulated and actual results, making them ineffective for accurate real-world identification. Alternative experimental methods involve deploying synchronized accelerometers at two symmetrical points relative to a centroid on a testing plane to derive torsional responses. However, this method is often impractical due to structural obstacles (e.g., walls) that hinder sensor placement, increases costs and complexity, and is typically limited to identifying only the first-order torsional mode in tall buildings. These shortcomings highlight a pressing need for a more efficient, cost-effective, and accurate system capable of identifying higher-order torsional modes across various structures with minimal sensor deployment and simplified procedures.

Technology

This patent introduces an innovative system and method for modal analysis that efficiently identifies torsional vibration modes. The core innovation involves dividing the structure into multiple layers, each with an individual centroid. A single testing point is defined on each layer at a predetermined distance from its centroid along a testing plane. Movement detection modules, such as multi-axis accelerometers or orthogonally configured single-axis accelerometers, are deployed at these points to capture vibration data. The key technological advancement lies in the processing module, which applies linear or zero-phase filtering to the captured data to extract synchronous, phase-distortion-free modal components. By analyzing these components, the system determines instantaneous vibration directions and amplitudes, using techniques like the Hilbert Transform. It identifies torsional modes by comparing the instantaneous vibration direction angle to the geometric angle between the testing point and centroid; a steady linear or arc distribution in the movement track, with vibration centered around this angle, indicates torsional motion. The system further computes torsional duration, amplitude, mode shape, and order by analyzing correlation coefficients of modal responses across layers and identifying nodes where phase reversals occur. This approach enables accurate identification of higher-order torsional modes using only one sensor per layer, overcoming the need for symmetrical sensor pairs and complex synchronization.

Advantages

  • Utilizes only a single testing point per structural layer, reducing sensor count, deployment complexity, and cost.
  • Employs linear/zero-phase filtering to ensure synchronous, phase-accurate modal components, enhancing analysis reliability.
  • Capable of identifying not just first-order but also higher-order torsional vibration modes.
  • Determines torsional mode shape, order, instantaneous amplitude, and node positions from real-time test data.
  • Simplifies field testing by avoiding the need for symmetrically placed sensor pairs, which is often hindered by structural obstacles.
  • Applicable to a wide range of architectural structures (buildings, bridges, platforms) under environmental or manual excitation.
  • Provides a more practical and accurate alternative to expensive and deviation-prone Finite Element Model simulations.

Applications

  • Structural health monitoring and modal analysis of skyscrapers and tall buildings in earthquake-prone regions.
  • Integrity assessment of bridges to evaluate torsional responses to wind or traffic loads.
  • Dynamic analysis of offshore marine platforms and oil rigs subjected to wave-induced vibrations.
  • Seismic evaluation and retrofit planning for existing architectural structures.
  • Vibration analysis in civil engineering for design validation and compliance with safety standards.
  • Educational and research tools in structural dynamics for studying complex vibration modes.
Remarks
IDF: 382
IP Status
Patent filed
Technology Readiness Level (TRL)
3
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System and a Method for Performing Modal Analysis on a Structure

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