地震動により損傷した桟橋RC上部工の残存性能

DOI

書誌事項

タイトル別名
  • Residual structural performance of RC superstructure of open-type wharf damaged by earthquake

抄録

The port facilities have been recognized as emergent supply transporting base in order to provide assistance for rehabilitation of disaster-affected areas. A system to evaluate the residual structural performance of the damaged facilities is required to judge whether the facility can be used or not. This paper deals with the residual structural performance of RC superstructure of open-type wharf damaged by earthquake. From the results of loading tests on the 1/4 scaled model, the failure process and the residual load carrying capacity of the RC superstructure after the earthquake are investigated.

収録刊行物

関連プロジェクト

もっと見る

キーワード

詳細情報 詳細情報について

  • CRID
    1390001205283070208
  • NII論文ID
    130005438919
  • DOI
    10.11532/structcivil.59a.91
  • ISSN
    1881820X
  • 本文言語コード
    ja
  • データソース種別
    • JaLC
    • CiNii Articles
    • KAKEN
  • 抄録ライセンスフラグ
    使用不可

問題の指摘

ページトップへ