Vibration Control of the Towers of Akashi Kaikyo Bridge

Hata, Kensaku; Tatsumi, Masaaki; Ohkura, Kohzo; Ohnishi, Etsuro

doi:10.2208/jscej.1995.507_279

Search citation statements

Order By: Relevance

Paper Sections

Select...

General Procedures1

Vibration Tests1

Citation Types

Supporting

Mentioning

Contrasting

Year Published

2012

2013

Publication Types

Select...

Book1

Article1

Relationship

Self Cite0

Independent2

Authors

Journals

Cited by 2 publications

(2 citation statements)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Wind tunnel tests were conducted to obtain the wind speed at which vortexinduced vibration occurs and the relationship between the Scruton number and the amplitude of the vibration. The test results were compared with the allowable amplitude obtained from structural analyses, and countermeasures to suppress vibration were examined [6,7].…”

Section: General Proceduresmentioning

confidence: 99%

See 1 more Smart Citation

Vibration Control for Bridge Towers and Field Measurement

Fujino

Kimura

Tanaka

2012

Wind Resistant Design of Bridges in Japan

View full text Add to dashboard Cite

Section: General Proceduresmentioning

confidence: 99%

“…The tower was excited in the first bending mode at the frequency of 0.235 Hz using the active Fig. 9.8 Response from wind tunnel test vs. those from field measurement [6] damper. The free vibration response, with and without the vibration control, is shown in Fig.…”

Section: Vibration Testsmentioning

confidence: 99%