FLEXURAL STRENGTH OF BEAM WEB TO CONCRETE FILLED SQUARE STEEL TUBULAR COLUMN JOINTS

• KIDO Masae

  Graduate School of Environmental Engineering, The University of Kitakyushu

• TSUDA Keigo

  Faculty of Environmental Engineering, The University of Kitakyushu

Bibliographic Information

Other Title

• コンクリート充填角形鋼管柱に取り付く梁ウェブ接合部の曲げ耐力
• コンクリート ジュウテン カクガタ コウカン チュウ ニ トリツク ハリウェブ セツゴウブ ノ マゲ タイリョク

Abstract

The flexural strength of a beam web joint connected to a concrete filled square steel tubular column was calculated by the mechanism method assuming plastic collapse mechanisms of the column flange and the beam web end. This paper presented a calculation formula which was led from the solution obtained by this analysis and the formula was on the basis of the design formula for beam web joint connected to a square tube column which had been already proposed. Furthermore a calculation example was shown by using the formula.

Journal

• Journal of Structural and Construction Engineering (Transactions of AIJ)

  Journal of Structural and Construction Engineering (Transactions of AIJ) 71 (602), 219-226, 2006

  Architectural Institute of Japan

Keywords

• beam-to-column connection
• steel concrete composite column
• plastic analysis
• mechanism method

Details

• CRID: 1390282680613549056
• NII Article ID: 110004720636
• NII Book ID: AN10438559
• DOI: 10.3130/aijs.71.219
• ISSN: 18818153
• ISSN: 13404202
• NDL BIB ID: 7911287
• Web Site: http://id.ndl.go.jp/bib/7911287
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I7911287
• Web Site: https://www.jstage.jst.go.jp/article/aijs/71/602/71_KJ00004304040/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
  • KAKEN
• Abstract License Flag: Disallowed