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Yang Yong  楊 勇

ORCIDConnect your ORCID iD *help
Researcher Number 20867733
Affiliation (based on the past Project Information) *help 2020 – 2021: 国立研究開発法人土木研究所, 土木研究所(構造物メンテナンス研究センター), 専門研究員
Review Section/Research Field
Principal Investigator
Basic Section 22020:Structure engineering and earthquake engineering-related
Keywords
Principal Investigator
耐震補強法 / 耐震評価法 / 既設フーチング / 耐震補強 / 耐震評価 / 破壊メカニズム / 破壊形態 / 杭列 / フーチング
  • Research Projects

    (1 results)
  • Research Products

    (3 results)
  •  Proposal of seismic evaluation method for existing bridge footing considering the influence of piles and seismic retrofitting method corresponding to its fracture modePrincipal Investigator

    • Principal Investigator
      Yang Yong
    • Project Period (FY)
      2020 – 2021
    • Research Category
      Grant-in-Aid for Early-Career Scientists
    • Review Section
      Basic Section 22020:Structure engineering and earthquake engineering-related
    • Research Institution
      Public Works Research Institute

All 2022 2021 2020

All Journal Article Presentation

  • [Journal Article] 杭列配置の違いが既設道路橋フーチングの地震時損傷形態に与える影響に関する解析的検討2020

    • Author(s)
      楊勇 堀内智司 桐山孝晴
    • Journal Title

      土木技術資料

      Volume: 62 Pages: 12-15

    • Peer Reviewed
    • Data Source
      KAKENHI-PROJECT-20K14819
  • [Presentation] 炭素繊維グリッドによる橋梁フーチングの曲げ補強の載荷実験2022

    • Author(s)
      楊勇
    • Organizer
      第49回土木学会関東支部技術研究発表会
    • Data Source
      KAKENHI-PROJECT-20K14819
  • [Presentation] Flexural performance of existing bridge footings under seismic load2021

    • Author(s)
      Y. Yang, T. Masuda, E. Yoshida, S. Horiuchi, and T. Kiriyama
    • Organizer
      the 10th International Conference on Bridge Maintenance, Safety and Management
    • Int'l Joint Research
    • Data Source
      KAKENHI-PROJECT-20K14819

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