22204 A Study on Earthquake Maximum Response Forecast in Wooden Conventional Method of Construction That Has Hysteresis Characteristics of Slipping Type : part2 about the forecast of the earthquake maximum response displacement

• OKADA Yuka

  Meiji Univ. (Present Office)Tokyo Electric Power Company

• KAJIKAWA Hisamitsu

  MisawaHornes Institute of Research and Development Co.,Ltd.

• NOGUCHI Hiroyuki

  Dept. of Architecture School of Science Technology, Meiji Univ.

Bibliographic Information

Other Title

• 22204 スリップ型の復元力特性を有する在来軸組構法における地震最大応答予測に関する研究 : その2 地震最大応答変位予測について(免震,荷重・応答予測法(1),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), 407-408, 2010-07-20

  Architectural Institute of Japan

Keywords

• 地震最大応答予測
• 復元力特性
• 在来軸組構法
• 等価線形化法
• SDOF
• エネルギー一定則

Details

• CRID: 1572824501868807936
• NII Article ID: 110008109999
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=221621
• Text Lang: ja
• Data Source:
  • CiNii Articles