22465 Investigation on Application of 1000N Class Ultra High Strength Steel for Buildings : Part15. Plastic Deformation Capacity of Beams and Columns with H-sections by Parametric Analysis

• IWAMOTO Takuma

  Osaka Univ.

• MUKAIDE Seiji

  Osaka Univ.

• TADA Motohide

  Osaka Univ.

• SASAKI Masamichi

  Sumitomo Metal Ind.Ltd.

• FUKUDA Koji

  Sumitomo Metal Ind.Ltd.

• ICHINOHE Yasuo

  Sumitomo Metal Ind.Ltd.

• NUMATA Toshiyuki

  Katayama Stratech Corp.

• TAGA Kenzo

  Nikken Sekkei Co., Ltd.

Bibliographic Information

Other Title

• 22465 1000N級鋼(950N/mm^2鋼)の建築構造物への適用性について : その15 パラメトリック解析によるH形断面柱・梁部材の塑性変形性能(その他部材,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), 929-930, 2010-07-20

  Architectural Institute of Japan

Keywords

• 高張力鋼
• 局部座屈
• 幅厚比
• 塑性変形性能
• FEM解析

Details

• CRID: 1572261551934020224
• NII Article ID: 110008110260
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=221882
• Text Lang: ja
• Data Source:
  • CiNii Articles