Torsional flutter mechanism of two-edge girders for long-span cable-stayed bridge-Reference-Cited by-同舟云学术

Torsional flutter mechanism of two-edge girders for long-span cable-stayed bridge

Published:2002-12 Issue:12-15 Volume:90 Page:2127-2141
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:

Daito Y.,Matsumoto M.,Araki K.

Publisher

Elsevier BV

Subject

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

Reference11 articles.

1. H.P. Irwin, Wind tunnel test of long-span bridges, Proceedings of the IABSE Congress, Vancouver, 1984.

2. M. Matsumoto, H. Shirato, S. Hirai, Torsional flutter mechanism of 2D H-shaped cylinders and effect of flow turbulence, J. Wind Eng. Ind. Aerodyn, 44-44 (1992).

3. M. Matsumoto, Y. Daito, X. Chen, Y. Ichikawa, J. Hirakawa, T. Takeuchi, Aerodynamic characteristics of 2-edge girders for cable-stayed bridge, Proceedings of the 15th National Symposium on Wind Engineering, 1998 (in Japanese).

4. Y. Kubo, K. Kimura, The mechanism of aerodynamic vibration of 2-edge-girder bridge, Proceedings of the 16th National Symposium on Wind Engineering, 2000 (in Japanese).

5. M. Matsumoto, Y. Daito, Aerodynamic characteristics of two-edge girders, Proceedings of the EASEC7th (The Seventh East Asia-Pacific Conference on Structural Engineering and Construction) 1999.

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