Wavelet transform-based bridge displacement monitoring data temperature effect separation method

By separating the temperature effect in bridge displacement data using wavelet transform and second-order blind identification methods, the problem of separating the temperature effect from the load effect in bridge displacement monitoring was solved, achieving high-precision temperature effect separation and improving the performance of bridge safety assessment and monitoring systems.

CN122412938APending Publication Date: 2026-07-17ANHUI UNIVERSITY OF ARCHITECTURE
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Patent Information

Application Number
CN202610513299.3
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2026-04-17
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

The separation of temperature and load effects in bridge displacement monitoring data remains a challenge. Existing methods are insufficient in terms of accuracy and adaptability, which affects the accuracy of bridge safety status assessment.

Method used

The bridge displacement signal is decomposed into multiple intrinsic mode functions using a wavelet transform-based method. The empirical wavelet transform (EWT) is used for adaptive frequency band division and signal multi-scale decomposition. Combined with the second-order blind identification (SOBI) method, blind source separation is performed through the temporal structure characteristics of the signal, achieving high-precision separation of temperature effects.

Benefits of technology

It achieves high-precision separation of temperature effects in bridge displacement data, improves the accuracy of bridge safety assessment and the reliability of monitoring systems, optimizes bridge health monitoring and life prediction, and reduces false alarm rate and system cost.

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Abstract

本发明公开了一种基于小波变换的桥梁位移监测数据温度效应分离方法,属于桥梁位移监测技术领域,包括以下步骤:S1:信号预处理;S2:EWT分解;S3:模态选择与重组;S4:SOBI盲源分离;S5:温度效应重构。本发明首先利用经验小波变换将原始位移信号分解为不同尺度的本征模态函数,然后通过二阶盲辨识算法对相关模态进行盲源分离,有效解耦混合信号成分;数值仿真与实测数据验证结果表明,本发明方法能够自适应地分离桥梁位移中的日温差、年温差及长期挠度成分,分离效率与精度显著优于传统方法,为桥梁结构健康监测提供了可靠的技术支持。
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