Stability and Dynamics Analysis of In-Plane Parametric Vibration of Stay Cables in a Cable-Stayed Bridge with Superlong Spans Subjected to Axial Excitation-Reference-Cited by-同舟云学术

Stability and Dynamics Analysis of In-Plane Parametric Vibration of Stay Cables in a Cable-Stayed Bridge with Superlong Spans Subjected to Axial Excitation

Published:2020-01 Issue:1 Volume:33 Page:04019106
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Liu Min¹^ORCID,Zheng Liangfu²,Zhou Peng³,Xiao Huigang⁴

Affiliation:

1. Associate Professor, Key Lab of Intelligent Disaster Mitigation of the Ministry of Industrial and Information Technology and Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China (corresponding author). ORCID: .

2. Master Candidate, Key Lab of Intelligent Disaster Mitigation of the Ministry of Industrial and Information Technology and Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China.

3. Postdoctoral Fellow, Key Lab of Intelligent Disaster Mitigation of the Ministry of Industrial and Information Technology and Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China.

4. Professor, Key Lab of Intelligent Disaster Mitigation of the Ministry of Industrial and Information Technology and Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AS.1943-5525.0001104

Reference29 articles.

1. Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge. Part I: Modal analysis;Caetano E.;Earthquake Eng. Struct. Dyn.,2000

2. Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge. Part II: seismic response

3. Chen S. S. 2002. “Vibration passive and semi-active control of cables for large-span cable-stayed bridge.” Ph.D. dissertation College of Civil Engineering and Architecture Zhejiang Univ.

4. Passive Jet Flow Control Method for Suppressing Unsteady Vortex Shedding from a Circular Cylinder

5. Oscillations of Bridge Stay Cables Induced by Periodic Motions of Deck and/or Towers

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