Stay Cable Tension Estimation of Cable-Stayed Bridges Using Genetic Algorithm and Particle Swarm Optimization-Reference-Cited by-同舟云学术

Stay Cable Tension Estimation of Cable-Stayed Bridges Using Genetic Algorithm and Particle Swarm Optimization

Published:2017-10 Issue:10 Volume:22 Page:05017008
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Haji Agha Mohammad Zarbaf Seyed Ehsan¹,Norouzi Mehdi²,Allemang Randall J.³,Hunt Victor J.⁴,Helmicki Arthur⁵

Affiliation:

1. Graduate Research Assistant, Dept. of Mechanical Engineering, Univ. of Cincinnati, 717 Engineering Research Center, Cincinnati, OH 45221 (corresponding author).

2. Postdoctoral Research Scientist, Dept. of Electrical Engineering and Computing Systems, Univ. of Cincinnati, 717 Engineering Research Center, ML-30, Cincinnati, OH 45221.

3. Professor and Director, Structural Dynamics Research Laboratory, Dept. of Mechanical and Materials Engineering, College of Engineering and Applied Science, Univ. of Cincinnati, Cincinnati, OH 45221-0072.

4. Associate Research Professor, Dept. of Electrical Engineering and Computing Systems, Univ. of Cincinnati, 721 Engineering Research Center, ML-30, Cincinnati, OH 45221.

5. Professor and Head, Dept. of Electrical Engineering and Computing Systems, Univ. of Cincinnati, Rhodes 812J, ML-30, Cincinnati, OH 45221.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001130

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3. Identification of time?varying cable tension forces based on adaptive sparse time?frequency analysis of cable vibrations;Bao Y.;Struct. Control Health Monit.,2017

4. Numerical investigation of the modal sensitivity of suspended cables with localized damage;Bouaanani N.;J. Sound Vib.,2006

5. Ambient vibration re-testing and operational modal analysis of the Humber Bridge

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