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

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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

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