PSEUDODYNAMIC TESTS OF ECCENTRICALLY LOADED STEEL BRIDGE PIERS

• USAMI Tsutomu

  JAPAN SOCIETY OF CIVIL ENGINEERS

• HONMA Daisuke

  JAPAN SOCIETY OF CIVIL ENGINEERS

• YOSHIZAKI Kazuya

  JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• 鉛直荷重が偏心して作用する鋼製橋脚のハイブリッド地震応答実験
• エンチョク カジュウ ガ ヘンシン シテ サヨウ スル コウセイ キョウキャク ノ ハイブリッド ジシン オウトウ ジッケン

Abstract

In urban highways, various types of bridge piers have been built depending on the condition of location. In this study, eccentrically loaded as well as central loaded steel bridge piers are tested pseudodynamically. Two types of models were designed in accordance with the proposal of high ductility steel bridge piers. Seismic responses of the two types of bridge pier models are compared and discussed.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (626), 197-206, 1999-07-21

  Japan Society of Civil Engineers

Keywords

• steel bridge pier
• eccentrically loaded
• pseudodynamic test
• level2 earthquake

Details

• CRID: 1390282680286664064
• NII Article ID: 130003983332
• NII Article ID: 10004544037
• NII Article ID: 10002531431
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.626_197
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 4819335
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4819335
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/626/1999_626_197/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed