Real-Time Output-Only Identification of Time-Varying Cable Tension from Accelerations via Complexity Pursuit

Author:

Yang Yongchao1,Li Shunlong2,Nagarajaiah Satish3,Li Hui4,Zhou Peng5

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005.

2. Associate Professor, School of Transportation Science and Engineering and Laboratory of Advanced Material and Intelligent Control Technology on Transportation Safety, Harbin Institute of Technology, Harbin 150090, China.

3. Professor, Dept. of Civil and Environmental Engineering and Dept. of Mechanical Engineering, Rice Univ., Houston, TX 77005 (corresponding author).

4. Professor, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.

5. Ph.D. Student, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. Response-only modal identification of structures using limited sensors

2. Blind separation of vibration components: Principles and demonstrations

3. Brincker R. Andersen P. and Jacobsen N.-J. (2007). “Automated frequency domain decomposition for operational modal analysis.” Proc. 25th Int. Modal Analysis Conf. (IMAC) Society for Experimental Mechanics (SEM).

4. A Combined Method for Measuring Cable Forces: The Cable-Stayed Alamillo Bridge, Spain

5. Corp. (2014). “Poly corporation headquarters—Structural engineering.” 〈http://www.som.com/projects/poly_corporation_headquarters__structural_engineering〉 (May 28 2014).

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