Fast Warning Method for Rigid Hangers in a High-Speed Railway Arch Bridge Using Long-Term Monitoring Data

Author:

An Yonghui1,Guan Delong2,Ding Youliang3,Ou Jinping4

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, State Key Laboratory of Coastal and Offshore Engineering and State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian Univ. of Technology, Dalian 116023, China (corresponding author).

2. Master Student, Dept. of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

3. Professor, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

4. Professor, Dept. of Civil Engineering, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116023, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Rank-revealing QR decomposition applied to damage localization in truss structures;An Y. H.;Struct. Control Health Monit.,2017

2. An Y. H. Guan D. L. Ding Y. L. and Ou J. P. (2016). “Influence of temperature on transverse dynamic displacement amplitude of a hanger in a railway arch bridge under high-speed trains.” 2016 Int. Conf. on Advances in Structural Monitoring and Maintenance Techno-Press Daejeon Korea.

3. An algorithm for damage localization in steel truss structures: Numerical simulation and experimental validation;An Y. H.;J. Intell. Mater. Syst. Struct.,2013

4. Stochastic DLV method for steel truss structures: Simulation and experiment;An Y. H.;Smart Struct. Syst.,2014

5. A test method for damage diagnosis of suspension bridge suspender cables;An Y. H.;Comput.-Aided Civil Infrastruct. Eng.,2015

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