Dynamic Performance of a Slender Truss Bridge Subjected to Extreme Wind and Traffic Loads Considering 18 Flutter Derivatives-Reference-Cited by-同舟云学术

Dynamic Performance of a Slender Truss Bridge Subjected to Extreme Wind and Traffic Loads Considering 18 Flutter Derivatives

Published:2019-11 Issue:6 Volume:32 Page:04019082
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Niu Huawei¹,Zhu Jin²,Chen Zhengqing³,Zhang Wei⁴^ORCID

Affiliation:

1. Associate Professor, Wind Engineering Research Center, Hunan Univ., Changsha 410082, China.

2. Assistant Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, Storrs, CT 06269.

3. Professor, Wind Engineering Research Center, Hunan Univ., Changsha 410082, China.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, Storrs, CT 06269 (corresponding author). ORCID: .

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.1943-5525.0001068

Reference36 articles.

1. Simulation of Stochastic Wind Velocity Field on Long-Span Bridges

2. Identification of 18 flutter derivatives of bridge decks

3. Determination of flutter derivatives via a neural network approach

4. Efficacy of the Implied Approximation in the Identification of Flutter Derivatives

5. Revisiting Multimode Coupled Bridge Flutter: Some New Insights

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