Damage Detection of Tension Pendulums in Cable-Stayed Bridges Using Structural Frequency Variance-Reference-Cited by-同舟云学术

Damage Detection of Tension Pendulums in Cable-Stayed Bridges Using Structural Frequency Variance

Published:2021-02 Issue:1 Volume:35 Page:04020126
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Wu Guang-Ming¹,Yi Ting-Hua²,Yang Dong-Hui³,Li Hong-Nan⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Dalian Univ. of Technology, No. 2, Linggong Rd., Ganjingzi District, Dalian 116024, China.

2. Professor, School of Civil Engineering, Dalian Univ. of Technology, No. 2, Linggong Rd., Ganjingzi District, Dalian 116024, China (corresponding author).

3. Associate Professor, School of Civil Engineering, Dalian Univ. of Technology, No. 2, Linggong Rd., Ganjingzi District, Dalian 116024, China.

4. Professor, School of Civil Engineering, Dalian Univ. of Technology, No. 2, Linggong Rd., Ganjingzi District, Dalian 116024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001540

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5. Analysis of construction control for rehabilitation of tension rocker bearings of subsidiary piers in PC cable-stayed bridge;Chen Y.;J. Highway Transp. Res. Dev.,2011

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