Long-Term Damping Characteristics of Twin Cable-Stayed Bridge under Environmental and Operational Variations-Reference-Cited by-同舟云学术

Long-Term Damping Characteristics of Twin Cable-Stayed Bridge under Environmental and Operational Variations

Published:2021-09 Issue:9 Volume:26 Page:04021062
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hwang Doyun¹^ORCID,Kim Sunjoong²^ORCID,Kim Ho-Kyung³

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Seoul National Univ., Seoul 08826, Korea. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Seoul, Seoul 02504, Korea (corresponding author). ORCID: .

3. POSCO Chair Professor, Dept. of Civil and Environmental Engineering, Seoul National Univ., Seoul 08826, Korea.

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.1943-5592.0001761

Reference51 articles.

1. A new look at the statistical model identification

2. Andersen, E., and L. Pedersen. 1994. “Structural monitoring of the great belt east bridge.” In Proc., Symp. on Strait Crossings, 189–195. Rotterdam, The Netherlands: A.A. Balkema. Accessed June 12, 1994. https://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=6403391.

3. Statistical Analysis of Modal Properties of a Cable-Stayed Bridge through Long-Term Wireless Structural Health Monitoring

4. Evaluation of damping estimates by automated Operational Modal Analysis for offshore wind turbine tower vibrations

5. Interpretation of stabilization diagrams using density-based clustering algorithm

Cited by 15 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic performance of cable-stayed bridges under large earthquake ground motions considering the loss of stay cables;Case Studies in Construction Materials;2024-07

2. Dynamic response analysis for bridges subjected to moving vehicle loads by using the analytical dynamic stiffness method;Computers & Structures;2024-02

3. Using limited roving sensors to monitor bridge subjected to random traffic load;Journal of Civil Structural Health Monitoring;2024-01-10

4. Reliable modal estimation of high-rise structures via synergistic usage of multiple stabilization diagram-based operational modal analysis techniques;Structures;2023-10

5. Investigation of natural frequency of wide-shallow composite bucket supported offshore wind turbine: Application to real data;Ocean Engineering;2023-10