Time-Frequency-Based Data-Driven Structural Diagnosis and Damage Detection for Cable-Stayed Bridges-Reference-Cited by-同舟云学术

Time-Frequency-Based Data-Driven Structural Diagnosis and Damage Detection for Cable-Stayed Bridges

Published:2018-06 Issue:6 Volume:23 Page:04018033
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Pan Hong¹,Azimi Mohsen²,Yan Fei²,Lin Zhibin³

Affiliation:

1. Ph.D. Student, School of Architecture and Civil Engineering, Jinggangshan Univ., Ji’an, Jiangxi 343009, China.; Ph.D. Student, School of Civil Engineering, Tongji Univ., Shanghai 200092, China.; Visiting Ph.D. Student, Dept. of Civil and Environmental Engineering, North Dakota State Univ., Fargo, ND 58105.

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, North Dakota State Univ., Fargo, ND 58105.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, North Dakota State Univ., Fargo, ND 58105 (corresponding author).

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.1943-5592.0001199

Reference74 articles.

1. Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations

2. Atmaca B. Yurdakul M. and Ates S. (2015). “Dynamic behavior of cables of cable-stayed bridge isolated with SCFP placed under pylon.” Proc. 2015 World Congress on Advances in Structural Engineering And Mechanics Incheon South Korea.

3. Fatigue life estimates for a slender orthotropic steel deck

4. Early fault diagnosis of rotating machinery based on wavelet packets—Empirical mode decomposition feature extraction and neural network

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