Identification of Creep Camber State of 32-m Box Girders on High-Speed Railway and Prediction of Geometry of Track over Girder-Reference-Cited by-同舟云学术

Identification of Creep Camber State of 32-m Box Girders on High-Speed Railway and Prediction of Geometry of Track over Girder

Published:2022-03 Issue:3 Volume:148 Page:
ISSN:2473-2907
Container-title:Journal of Transportation Engineering, Part A: Systems
language:en
Short-container-title:J. Transp. Eng., Part A: Systems

Author:

Du Xiao-Rui¹,Yang Ya-Qin²,Xu Peng³^ORCID,Yang Chao⁴,Wu Xia⁵

Affiliation:

1. Master’s Student, Key Laboratory of Transport Industry of Big Data Application Technologies for Comprehensive Transport, Beijing Jiaotong Univ., Beijing 100044, PR China.

2. Ph.D. Candidate, Key Laboratory of Transport Industry of Big Data Application Technologies for Comprehensive Transport, Beijing Jiaotong Univ., Beijing 100044, PR China.

3. Associate Professor, Key Laboratory of Transport Industry of Big Data Application Technologies for Comprehensive Transport, Beijing Jiaotong Univ., Beijing 100044, PR China (corresponding author). ORCID: .

4. Professional Engineer, Maintenance-of-Way Dept., China Railway Nanchang Bureau Ltd., Nanchang, Jiangxi Province 330001, PR China.

5. Professional Engineer, Institute of Computing Technology, China Academy of Railway Sciences, Beijing 330001, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JTEPBS.0000611

Reference26 articles.

1. Chatfield, C., and H. Xing. 2019. The analysis of time series: An introduction with R. Boca Raton, FL: CRC Press.

2. Creep camber recognition method of simply supported girders in high-speed railway based on longitudinal level;Gao L.;J. Railway Eng. Soc.,2020

3. Experimental study on shrinkage and creep deformation of prestressed concrete bridge;Hu D.;China Civ. Eng. J.,2003

4. Effect of section geometry on development of shrinkage-induced deformations in box girder bridges;Huang H.;Mater. Struct.,2017

5. Random Field Modeling of Railway Track Irregularities

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