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Behavior Analysis and Early Warning of Girder Deflections of a Steel-Truss Arch Railway Bridge under the Effects of Temperature and Trains: Case Study

Journal of bridge engineering, 2019-01, Vol.24 (1)

2019

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Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study

Journal of bridge engineering, 2021-06, Vol.26 (6)

2021

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Fatigue Life Evaluation for Deck-Rib Welding Details of Orthotropic Steel Deck Integrating Mean Stress Effects

Journal of bridge engineering, 2019-02, Vol.24 (2)

2019

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Representation of In-Service Performance for Cable-Stayed Railway-Highway Combined Bridges Based on Train-Induced Response's Sensing Data and Knowledge

Sensors (Basel, Switzerland), 2022-04, Vol.22 (9), p.3247

2022

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Digital modeling approach of distributional mapping from structural temperature field to temperature-induced strain field for bridges

Journal of civil structural health monitoring, 2023, Vol.13 (1), p.251-267

2023

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Evaluation and Early Warning of Vortex-Induced Vibration of Existed Long-Span Suspension Bridge Using Multisource Monitoring Data

Journal of performance of constructed facilities, 2021-06, Vol.35 (3)

2021

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Long-Term Monitoring of Temperature Effect on Horizontal Rotation Angle at Beam Ends of a Railway Steel Truss Bridge

Journal of bridge engineering, 2019-10, Vol.24 (10)

2019

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Fatigue Assessment for Deck-Rib Welded Joints of Orthotropic Steel Deck Using a Simplified Nodal Force Structural Stress Approach

Journal of bridge engineering, 2020-10, Vol.25 (10)

2020

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Early Warning of Abnormal Train-Induced Vibrations for a Steel-Truss Arch Railway Bridge: Case Study

Journal of bridge engineering, 2017-11, Vol.22 (11)

2017

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Structural Health Monitoring System for a Complicated Long-Span Continuous Girder Bridge: Implementation and Demonstration

International journal of distributed sensor networks, 2024-01, Vol.2024

2024

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Parametric Study and Fatigue Life Evaluation Using Effective Notch Stress Approach for Rib-to-Deck Welded Joints in Orthotropic Steel Decks

Journal of performance of constructed facilities, 2021-06, Vol.35 (3)

2021

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Long-Term Structural Health Monitoring System for a High-Speed Railway Bridge Structure

TheScientificWorld, 2015, Vol.2015 (2015), p.1-17

2015

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Fatigue Behavior Evaluation of Full-Field Hangers in a Rigid Tied Arch High-Speed Railway Bridge: Case Study

Journal of bridge engineering, 2018-05, Vol.23 (5)

2018

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Reliable Fatigue-Life Assessment of Short Steel Hanger in a Rigid Tied Arch Bridge Integrating Multiple Factors

Journal of performance of constructed facilities, 2018-08, Vol.32 (4)

2018

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Predicting Temperature-induced Deflection and Abnormality Recognition of Cable-stayed Bridge Based on Machine Learning

Journal of computers (China), 2022-12, Vol.33 (6), p.37-50

2022

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Dynamic Performance Evaluation of a High-Speed Four-Track Railway Bridge Traversed by Multiple Trains

Journal of performance of constructed facilities, 2018-02, Vol.32 (1)

2018

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Relaxation Behavior of Residual Stress on Deck-to-Rib Welded Joints by Fatigue Loading in an Orthotropic Bridge Deck

Periodica polytechnica. Civil engineering. Bauingenieurwesen, 2019-12, Vol.63 (4), p.1125

2019

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Detection and Localization of Degraded Truss Members in a Steel Arch Bridge Based on Correlation between Strain and Temperature

Journal of performance of constructed facilities, 2017-10, Vol.31 (5)

2017

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Assessing Static Performance of the Dashengguan Yangtze Bridge by Monitoring the Correlation between Temperature Field and Its Static Strains

Mathematical problems in engineering, 2015-01, Vol.2015 (2015), p.1-12

2015

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Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge

Mathematical problems in engineering, 2014-01, Vol.2014 (2014), p.1-16

2014

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Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge

Shock and vibration, 2016-01, Vol.2016 (2016), p.1-16

2016

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Estimating extreme temperature differences in steel box girder using long-term measurement data

Journal of Central South University, 2013-09, Vol.20 (9), p.2537-2545

2013

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Early-Warning Method of Train Running Safety of a High-Speed Railway Bridge Based on Transverse Vibration Monitoring

Shock and vibration, 2015-01, Vol.2015 (2015), p.1-9

2015

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Evolutionary Spectra Estimation of Field Measurement Typhoon Processes Using Wavelets

Mathematical problems in engineering, 2015-01, Vol.2015 (2015), p.1-10

2015

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Wavelet-Based Methodology for Evolutionary Spectra Estimation of Nonstationary Typhoon Processes

Mathematical problems in engineering, 2015-01, Vol.2015 (2015), p.1-10

2015

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Behavior Analysis and Early Warning of Girder Deflections of a Steel-Truss Arch Railway Bridge under the Effects of Temperature and Trains: Case Study

Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study

Fatigue Life Evaluation for Deck-Rib Welding Details of Orthotropic Steel Deck Integrating Mean Stress Effects

Representation of In-Service Performance for Cable-Stayed Railway-Highway Combined Bridges Based on Train-Induced Response's Sensing Data and Knowledge

Digital modeling approach of distributional mapping from structural temperature field to temperature-induced strain field for bridges

Evaluation and Early Warning of Vortex-Induced Vibration of Existed Long-Span Suspension Bridge Using Multisource Monitoring Data

Long-Term Monitoring of Temperature Effect on Horizontal Rotation Angle at Beam Ends of a Railway Steel Truss Bridge

Fatigue Assessment for Deck-Rib Welded Joints of Orthotropic Steel Deck Using a Simplified Nodal Force Structural Stress Approach

Early Warning of Abnormal Train-Induced Vibrations for a Steel-Truss Arch Railway Bridge: Case Study

Structural Health Monitoring System for a Complicated Long-Span Continuous Girder Bridge: Implementation and Demonstration

Parametric Study and Fatigue Life Evaluation Using Effective Notch Stress Approach for Rib-to-Deck Welded Joints in Orthotropic Steel Decks

Long-Term Structural Health Monitoring System for a High-Speed Railway Bridge Structure

Fatigue Behavior Evaluation of Full-Field Hangers in a Rigid Tied Arch High-Speed Railway Bridge: Case Study

Reliable Fatigue-Life Assessment of Short Steel Hanger in a Rigid Tied Arch Bridge Integrating Multiple Factors

Predicting Temperature-induced Deflection and Abnormality Recognition of Cable-stayed Bridge Based on Machine Learning

Dynamic Performance Evaluation of a High-Speed Four-Track Railway Bridge Traversed by Multiple Trains

Relaxation Behavior of Residual Stress on Deck-to-Rib Welded Joints by Fatigue Loading in an Orthotropic Bridge Deck

Detection and Localization of Degraded Truss Members in a Steel Arch Bridge Based on Correlation between Strain and Temperature

Assessing Static Performance of the Dashengguan Yangtze Bridge by Monitoring the Correlation between Temperature Field and Its Static Strains

Mathematical Modeling for Lateral Displacement Induced by Wind Velocity Using Monitoring Data Obtained from Main Girder of Sutong Cable-Stayed Bridge

Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge

Estimating extreme temperature differences in steel box girder using long-term measurement data

Early-Warning Method of Train Running Safety of a High-Speed Railway Bridge Based on Transverse Vibration Monitoring

Evolutionary Spectra Estimation of Field Measurement Typhoon Processes Using Wavelets

Wavelet-Based Methodology for Evolutionary Spectra Estimation of Nonstationary Typhoon Processes

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