Author Details
NI, YI-QING
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Structural Health Monitoring 2019 - SPECIAL SESSION: STRUCTURAL HEALTH MONITORING AND CONDITION-BASED MAINTENANCE OF HIGH-SPEED AND INTERCITY RAILWAYS
Monitoring-Assisted Derailment Prediction of a High-Speed Train Running on a Long-Span Cable-Stayed Bridge
Abstract
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Structural Health Monitoring 2019 - SPECIAL SESSION: STRUCTURAL HEALTH MONITORING AND CONDITION-BASED MAINTENANCE OF HIGH-SPEED AND INTERCITY RAILWAYS
Variational Autoencoder-Based Approach for Rail Defect Identification
Abstract
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Structural Health Monitoring 2019 - SPECIAL SESSION: STRUCTURAL HEALTH MONITORING AND CONDITION-BASED MAINTENANCE OF HIGH-SPEED AND INTERCITY RAILWAYS
An Inversed Greedy Method for Information-Based Optimal Sensor Placement on Bridges
Abstract
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Structural Health Monitoring 2019 - SPECIAL SESSION: STRUCTURAL HEALTH MONITORING AND CONDITION-BASED MAINTENANCE OF HIGH-SPEED AND INTERCITY RAILWAYS
Monitoring of Rail Bolted Joint Looseness with PZT Network- Based EMI Technique Under a Deep Learning Framework
Abstract
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Structural Health Monitoring 2019 - SPECIAL SESSION: STRUCTURAL HEALTH MONITORING AND CONDITION-BASED MAINTENANCE OF HIGH-SPEED AND INTERCITY RAILWAYS
A Bayesian Probabilistic Approach for Damage Detection of a Population of Nominally Identical Structures: Application to Railway Wheel Condition Assessment
Abstract
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Structural Health Monitoring 2019 - SPECIAL SESSION: STRUCTURAL HEALTH MONITORING AND CONDITION-BASED MAINTENANCE OF HIGH-SPEED AND INTERCITY RAILWAYS
Application of Driving Recorder to Evaluate Rail Irregularity and Vehicle Swing
Abstract
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Structural Health Monitoring 2019 - STATISTICAL METHODS AND MACHINE LEARNING
Deep Learning-based Data Anomaly Detection in Rail Track Inspection
Abstract
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Structural Health Monitoring 2019 - STATISTICAL METHODS AND MACHINE LEARNING
A Temperature-driven One-Class Support Vector Machine Method for Anomaly Detection
Abstract
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Structural Health Monitoring 2019 - SENDING, DIAGNOSTICS, AND QUANTIFICATION
A Bayesian Probabilistic Approach for Damage Detection of a Population of Nominally Identical Structures: Application to Railway Wheel Condition Assessment
Abstract