Wind-Induced Buffeting Vibration of Long-Span Bridge Considering Geometric and Aerodynamic Nonlinearity Based on Reduced-Order Modeling-Reference-Cited by-同舟云学术

Wind-Induced Buffeting Vibration of Long-Span Bridge Considering Geometric and Aerodynamic Nonlinearity Based on Reduced-Order Modeling

Published:2023-11 Issue:11 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cui Wei¹^ORCID,Zhao Lin²,Ge Yaojun³

Affiliation:

1. Assistant Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China; Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

2. Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Professor, Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China; Professor, Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Professor, Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China; Professor, Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11543

Reference38 articles.

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2. Nonlinear parametric modeling of suspension bridges under aeroelastic forces: torsional divergence and flutter

3. Time-variant self-excited force model based on 2D rational function approximation

4. Quasi-steady analysis of a two-dimensional bridge deck element

5. Wind characteristics of a strong typhoon

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