Wind-Induced Vibration and Control of Trans-Tokyo Bay Crossing Bridge-Reference-Cited by-同舟云学术

Wind-Induced Vibration and Control of Trans-Tokyo Bay Crossing Bridge

Published:2002-08 Issue:8 Volume:128 Page:1012-1025
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fujino Yozo¹,Yoshida Yoshitaka²

Affiliation:

1. Professor of Civil Engineering, Univ. of Tokyo, Bunkyo, Tokyo 113-8656 Japan (corresponding author).

2. Engineer, Honshu-Shikoku Bridge Authority, Kobe, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A8%281012%29

Reference10 articles.

1. Reduction of vortex-induced oscillations of Rio–Niterói bridge by dynamic control devices

2. Simultaneous pressures and accelerations measured full-scale on the Great Belt East suspension bridge

3. Aerodynamic stability of Trans-Tokyo Bay bridge

4. Japan Road Association (1991). Design guideline of wind resistant design of road bridges Maruzen 1–150 (in Japanese).

5. Larsen A. et al. (1999). “Vortex shedding excitation of the Great Belt suspension bridge.” Wind Engineering into the 21st Century Larsen Larose and Livesey eds. Balkema 947–954.

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