22577 Optimum Column-to-Beam Strength Ratio of Steel Frames under Horisontal Bi-directional Ground Motions : Part2 : Proposal of Optimum Value

• FUKUDA Mitsutoshi

  Graduate School of Science and Technology, Kumamoto Univ.

• SAKAI Yoshinori

  Kume Sekkei

• OGAWA Koji

  Graduate School of Science and Technology, Kumamoto Univ.

Bibliographic Information

Other Title

• 22577 水平2方向地動を受ける鋼構造骨組の適正な柱梁耐力比に関する研究 : その2 適性値の提案(骨組:立体骨組,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), 1153-1154, 2010-07-20

  Architectural Institute of Japan

Keywords

• 柱梁耐力比
• 魚骨形骨組
• 2方向地動

Details

• CRID: 1571417127004134144
• NII Article ID: 110008110372
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=221994
• Text Lang: ja
• Data Source:
  • CiNii Articles