Analytical study on application range of web bypass method and device geometrical configuration for replacement of lower splice plate of steel I girder

DOI

Bibliographic Information

Other Title
  • 鋼 I 桁下フランジ連結板取替えのためのウェブバイパス工法の適用範囲およびバイパス部材の形状に関する解析的検討

Description

<p>In the case of replacing the splice plate against corrosion damage of the steel girder joint part, there is a method of installing an attaching additional device and replacing the corrosion damaged portion of the girder with a new member. Previous research has revealed that the web bypass method, in which the bypass device is bolted to the web, is superior in workability and stress transmission. In this study, we focused on the replacement of lower splice plate, analyzed it using the steel I girder shape and the shape of the web bypass device as parameters, and examines the applicable range of the web bypass method and the appropriate geometrical configuration of the web bypass device.</p>

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Details 詳細情報について

  • CRID
    1390287706350727680
  • NII Article ID
    130008025900
  • DOI
    10.11532/structcivil.67a.323
  • ISSN
    1881820X
  • Text Lang
    ja
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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