21175 Consideration on Partial Arrangement of Vibration Control Structure with Deformation Amplification Mechanism that Uses Earthquake-proof Brace Together Part1: Consideration when Resistance Power of Viscous Damping Wall is Uniform Distribution

• GOGAMI Kazuya

  Tokyo Univ. of Science

• HOSOYA Yoshimasa

  Tokyo Univ. of Science

• ISHII Masato

  NIKKEN SEKKEI

• SATO Toshiaki

  Tokyo Univ. of Science

• SATO Daiki

  Tokyo Inst. of Technology

• KITAMURA Haruyuki

  Tokyo Univ. of Science

• SASAKI Kazuhiko

  Oiles Corporation

• IWASAKI Yuichi

  Oiles Corporation

• YOSHIE Keisuke

  NIKKEN SEKKEI

Bibliographic Information

Other Title

• 21175 耐震ブレースを併用した変形増幅機構を有する制振構造の部分配置における検討 その1 粘性制振壁の粘性抵抗力を一様分布とした場合の検討(応答特性とその評価(9),構造II,学術講演会・建築デザイン発表会)

Journal

• Summaries of technical papers of annual meeting

  Summaries of technical papers of annual meeting (2015), 349-350, 2015-09-04

  Architectural Institute of Japan

Keywords

• 制振構造
• 粘性制震壁
• 実効変形
• 変形増幅機構
• 時刻歴応答解析

Details

• CRID: 1571135652475463552
• NII Article ID: 110010005024
• ISSN: 18839363
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=370241
• Text Lang: ja
• Data Source:
  • CiNii Articles