Aerodynamic and Aerostatic Performance of a Long-Span Bridge with Wide Single Box Girder Installed with Vertical and Horizontal Stabilizers-Reference-Cited by-同舟云学术

Aerodynamic and Aerostatic Performance of a Long-Span Bridge with Wide Single Box Girder Installed with Vertical and Horizontal Stabilizers

Published:2023-08 Issue:8 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Xu Shengyi¹^ORCID,Fang Genshen²^ORCID,Zhao Lin³,Ge Yaojun⁴,Zhang Junfeng⁵^ORCID

Affiliation:

1. Graduate Student, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Guest Student, Dept. of Structural Engineering, Norwegian Univ. of Science and Technology, Trondheim 7034, Norway. ORCID: .

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

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, State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China.

4. 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.

5. Associate Professor, School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China. ORCID: .

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-11925

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2. A reliability study for the Messina Bridge with respect to flutter phenomena considering uncertainties in experimental and numerical data

3. A simplified approach to bridge deck flutter

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