22321 A Study on Reduction Factors Related to Ductility of Buildings ; k_D Value in Limit State Design of Steel Structures : Part1 k_D Value Considering Strength Deterioration after Maximum Strength

• SANJO Masanori

  Obayashi, Co., Ltd.

• IDOTA Hideki

  Nagoya Institute of Technology

• NAKATA Hirokazu

  Nagoya Institute of Technology

• MORI Yasuhiro

  Grad. S. Environmental Studies, Nagoya Univ.

Bibliographic Information

Other Title

• 22321 鋼構造限界状態設計における「塑性変形能力による低減係数:k_D値」に関する考察 : その1 最大耐力後の耐力低下を考慮したk_D値(設計法(3),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), 641-642, 2010-07-20

  Architectural Institute of Japan

Keywords

• 限界状態設計
• k_D値
• 耐力劣化域
• 塑性変形性能
• Trilinear
• 時刻歴地震応答解析

Details

• CRID: 1570009752120111360
• NII Article ID: 110008110116
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=221738
• Text Lang: ja
• Data Source:
  • CiNii Articles