22460 Verification of Design Equation of Elastic Limit Strength for Beam-Column Member by Finite Element Analysis

• KOTAKE Tomoya

  Dept. of Architecture and Architectural Engineering, Kyoto Univ.

• SUITA Keiichiro

  Dept. of Architecture and Architectural Engineering, Kyoto Univ.

• SATO Atsushi

  Dept. of Scientific and Engineering Simulation, Nagoya Institute of Technology

Bibliographic Information

Other Title

• 22460 軸力と曲げを受ける部材の弾性限耐力式に対する有限要素解析を用いた検証(柱材(2),床材,構造III)

Journal

• Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures

  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures (2010), 919-920, 2010-07-20

  Architectural Institute of Japan

Keywords

• 柱
• 設計耐力式
• 限界状態設計指針
• 有限要素解析
• 曲げ座屈
• 横座屈

Details

• CRID: 1570009752120339328
• NII Article ID: 110008110255
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=221877
• Text Lang: ja
• Data Source:
  • CiNii Articles