Damage Identification of Tie-Down Cables in Cable-Stayed Bridges Using Vehicle-Induced Displacement

Author:

Wu Guang-Ming1ORCID,Yi Ting-Hua2,Yang Dong-Hui3,Li Hong-Nan4

Affiliation:

1. Post-doctoral Fellow, School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China; School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. ORCID: .

2. Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China (corresponding author).

3. Associate Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

4. Professor, School of Civil 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

Reference31 articles.

1. Experimental evaluation of high-performance sliding surfaces for bridge bearings;Ala N.;J. Bridge Eng.,2016

2. Predicting the service life of sliding surfaces in bridge bearings;Ala N.;J. Bridge Eng.,2016

3. Experimental assessment of utilizing fiber reinforced elastomeric isolators as bearings for bridge applications

4. Inspection, condition evaluation and replacement of elastomeric bearings in road bridges

5. Scour evaluation for foundation of a cable-stayed bridge based on ambient vibration measurements of superstructure

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