Ambient and Vehicle-Induced Vibration Data of a Steel Truss Bridge Subject to Artificial Damage-Reference-Cited by-同舟云学术

Ambient and Vehicle-Induced Vibration Data of a Steel Truss Bridge Subject to Artificial Damage

Published:2021-07 Issue:7 Volume:26 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kim Chul-Woo¹^ORCID,Zhang Feng-Liang²,Chang Kai-Chun³^ORCID,McGetrick Patrick John⁴^ORCID,Goi Yoshinao⁵^ORCID

Affiliation:

1. Professor, Dept. of Civil & Earth Resources Engineering, Graduate School of Engineering, Kyoto Univ., Kyoto 615-8540, Japan (corresponding author). ORCID: .

2. Professor, School of Civil and Environmental Engineering, Harbin Institute of Technology, Shenzhen 518055, China; JSPS Researcher, Dept. of Civil & Earth Resources Engineering, Graduate School of Engineering, Kyoto Univ., Kyoto 615-8540, Japan.

3. Jr. Associate Professor, Dept. of Civil & Earth Resources Engineering, Graduate School of Engineering, Kyoto Univ., Kyoto 615-8540, Japan. ORCID: .

4. Lecturer, Civil Engineering, National Univ. of Ireland Galway, Galway H91 HX31, Ireland. ORCID: .

5. Assistant Professor, Dept. of Civil & Earth Resources Engineering, Graduate School of Engineering, Kyoto Univ., Kyoto 615-8540, Japan. ORCID: .

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.1943-5592.0001730

Reference18 articles.

1. Modal mass estimation from ambient vibrations measurement: A method for civil buildings

2. Modal identification of output-only systems using frequency domain decomposition

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