Investigation on aerodynamic and structural countermeasures for cable-stayed bridge with 2-edge I-shaped girder

This paper investigates aerodynamic countermeasures for a cable-stayed bridge with 2-edge I-shaped girder section. Wind tunnel tests were conducted in order to confirm the performance of the new countermeasure by using the essential attachments. Some structural countermeasures by increasing bridge r...

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Veröffentlicht in:Journal of wind engineering and industrial aerodynamics 2002-12, Vol.90 (12), p.2143-2151
Hauptverfasser: Murakami, Takuya, Takeda, Katsuaki, Takao, Michiaki, Yui, Rokusui
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container_title Journal of wind engineering and industrial aerodynamics
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creator Murakami, Takuya
Takeda, Katsuaki
Takao, Michiaki
Yui, Rokusui
description This paper investigates aerodynamic countermeasures for a cable-stayed bridge with 2-edge I-shaped girder section. Wind tunnel tests were conducted in order to confirm the performance of the new countermeasure by using the essential attachments. Some structural countermeasures by increasing bridge rigidity were also investigated. In this study, adding a horizontal member at the top of the tower is most effective for increasing the flutter onset velocity. In conclusion, these aerodynamic countermeasures can be economical countermeasures.
doi_str_mv 10.1016/S0167-6105(02)00330-6
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subjects 2-edge girder section
Aerodynamic countermeasure
Cable-stayed bridge
Spring-supported tests
title Investigation on aerodynamic and structural countermeasures for cable-stayed bridge with 2-edge I-shaped girder
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