Study on gust response characteristics of cable-stayed bridge with low-rise towers

DOI

Bibliographic Information

Other Title
  • 低塔斜張橋のガスト応答特性の検討

Abstract

A cable-stayed bridge with low-rise towers is often planned due to the restriction of tower height near an airport. Since the vertical bending rigidity by cable stay decreases, it is feared that the aerodynamic stability also decreases. A past study showed that flutter critical wind speed of a low-rise tower cable-stayed bridge does not decrease so much. In this study, the gust response characteristics of such bridge at both a completion stage and erection stage are investigated. The results are also examined to compare with those of a normal tower height cable-stayed bridge.

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Keywords

Details 詳細情報について

  • CRID
    1390282680570428288
  • NII Article ID
    130004644492
  • DOI
    10.14887/kazekosymp.22.0.263.0
  • Text Lang
    ja
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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