ULTIMATE STRENGTH OF STEEL BRIDGE PIERS WITH BOX SECTIONS

• SUZUKI Kenji

  東京電機大学大学院理工学研究科

• ISHIZAWA Toshiki

  東京電機大学大学院理工学研究科

• IURA Masashi

  東京電機大学 理工学部建設工学科

Bibliographic Information

Other Title

• 矩形断面鋼製橋脚柱の最大耐力推定法
• クケイ ダンメン コウセイ キョウキャク チュウ ノ サイダイ タイリョク スイテイホウ

Abstract

Experimental works for steel bridge piers have been conducted in order to investigate their earthquake resistance. After the Hanshin-Awaji earthquake in 1995, not only static but also psudo-dynamic tests have been conducted to study the mechanical behavior of steel bridge piers. Those experimental results may be used to establish the design formulae. In this paper, new parameters are proposed to predict the ultimate strength of steel bridge piers. The validity of the parameters are confirmed by using the existing experimental results.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (626), 251-255, 1999-07-21

  Japan Society of Civil Engineers

Keywords

• steel pier
• box column
• cyclic load
• ultimate strength

Details

• CRID: 1390282680286688256
• NII Article ID: 10002531535
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.626_251
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 4819396
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4819396
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/626/1999_626_251/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed