Full aeroelastic model test of a super long-span bridge with slotted box girder-Reference-Cited by-同舟云学术

Full aeroelastic model test of a super long-span bridge with slotted box girder

Published:2002-12 Issue:12-15 Volume:90 Page:2023-2032
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Sato Hiroshi,Hirahara Nobuyuki,Fumoto Koichiro,Hirano Shigeru,Kusuhara Shigeki

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference2 articles.

1. Aerodynamic characteristics of super long-span bridges with slotted box girder;Sato;J. Wind Eng. Ind. Aerodyn.,2000

2. T. Miyata, H. Sato, et al., Full model wind tunnel study on the Akashi Kaikyo Bridge, Proceedings of the Ninth International Conference on Wind Engineering, 1995, pp. 793–798.

Cited by 45 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study of wind-field characteristics and torsional vortex-induced vibrations for a split three-box deck sitting above water waves;Applied Ocean Research;2024-07

2. Flutter failure and its mitigation measure of cable-suspended bridges;Structures;2024-07

3. Full-scale monitored wind and response characteristics of a suspension bridge compared with wind tunnel investigations at the design stage;Journal of Wind Engineering and Industrial Aerodynamics;2023-11

4. Aerodynamic force distribution and vortex drifting pattern around a double-slotted box girder under vertical vortex-induced vibration;Journal of Wind Engineering and Industrial Aerodynamics;2023-10

5. The effect of central gap and wind screens on the aeroelastic stability of long-span bridge decks: Comparison of numerical analyses and experimental results;Journal of Fluids and Structures;2023-08