A high-pile wharf damage identification method based on xgboost-RF combined algorithm

By using a joint model of wavelet packet decomposition and xgboost-RF, the problems of insufficient reflection of local damage and inaccurate localization in the structural damage identification of high-pile wharves are solved, achieving efficient and accurate damage detection and localization, which is suitable for online health monitoring of high-pile wharves.

CN122412937APending Publication Date: 2026-07-17TIANJIN RES INST FOR WATER TRANSPORT ENG M O T
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
TIANJIN RES INST FOR WATER TRANSPORT ENG M O T
Filing Date
2026-04-28
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies for identifying damage in high-pile wharf structures suffer from insufficient ability to reflect local damage, low accuracy of mode shape testing, and poor accuracy of damage location. In particular, they are difficult to accurately identify when multiple damage locations and degrees are being identified together.

Method used

Wavelet packet decomposition is used to extract the component energy of transient acceleration response signals, construct damage degree and location indicators, and use the XGBoost-RF joint model for damage identification. Damage feature indicators are constructed by wavelet packet decomposition, and feature discretization is performed by combining the XGBoost algorithm. The random forest model is used to identify the damage location and degree.

Benefits of technology

It achieves efficient and full-coverage damage detection, avoids secondary structural damage, improves detection efficiency and accuracy, and can accurately identify damage at multiple locations and to varying degrees, with a positioning accuracy rate of nearly 100%, providing reliable support for online health monitoring of high-pile wharves.

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Abstract

本发明公开了一种基于xgboost‑RF联合算法的高桩码头损伤识别方法,包括:获取高桩码头结构在动荷载作用下的瞬态加速度响应信号;根据瞬态加速度响应信号,通过小波包分解构建损伤特征指标,损伤特征指标包括损伤程度识别指标和损伤定位指标;根据损伤特征指标,利用预先训练的xgboost‑RF联合模型进行损伤识别,输出高桩码头结构的损伤位置和损伤程度。本发明通过小波包分解提取动力响应特征,结合xgboost离散化与随机森林分类回归,能够准确识别高桩码头的损伤位置和损伤程度。
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