22613 Seismic Performance of Long Concrete Filled Steel Tube Columns : Part 1 : Outline of Experiment

• ASANO Mitsuo

  Building Design Dept., Takenaka Corporation

• ISHIKAWA Yuji

  Research Eng., R&D. Institute, Takenaka Corporation

• SOGA Yutaka

  Building Design Dept., Takenaka Corporation

• UMEMURA Kenji

  Building Design Dept., Takenaka Corporation

• YOKONAMI Tsutomu

  Building Design Dept., Takenaka Corporation

• IIDA Masanori

  Research Eng., R&D. Institute, Takenaka Corporation

• MIYAUCHI Yasuyoshi

  Research Eng., R&D. Institute, Takenaka Corporation

Bibliographic Information

Other Title

• 22613 高軸力を受ける高強度CFT長柱の耐震性能の検討 : その1. 実験概要(CFT柱(2),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), 1225-1226, 2010-07-20

  Architectural Institute of Japan

Keywords

• 冷間成形角形鋼管
• CFT
• 長柱
• 軸力比
• 高強度コンクリート
• 柱継手

Details

• CRID: 1571417127003437696
• NII Article ID: 110008110408
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=222030
• Text Lang: ja
• Data Source:
  • CiNii Articles