20336 A High-Rise Office Building on Piled Raft Foundation with Piles for Inverted Construction Method : Part 1: Foundation Design and Analysis Behavior

• OKUNO Chikamasa

  KUME SEKKEI Co., Ltd.

• TOMIZAWA Takeshi

  Obayashi Corp. Architectural Design Div.

• YAMANAKA Masayuki

  Obayashi Corp. Architectural Design Div.

• SAHARA Mamoru

  Obayashi Corp. Technical Research Institute

• SUZUKI Naoko

  Obayashi Corp. Technical Research Institute

Bibliographic Information

Other Title

• 20336 逆打ち杭を本設利用したパイルド・ラフト基礎に合理的に支持させた超高層オフィスビル : (その1)基礎構造設計の考え方と解析結果(パイルド・ラフト(2),構造I)

Journal

• Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures

  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. B-1, Structures I, Loads, reliability stress analyses foundation structures shell structures, space frames and membrane structures (2008), 671-672, 2008-07-20

  Architectural Institute of Japan

Keywords

• パイルド・ラフト基礎
• 逆打ち工法
• 超高層建物
• 数値解析
• 沈下
• 荷重

Details

• CRID: 1571417127558076160
• NII Article ID: 110007063248
• NII Book ID: AN10486904
• ISSN: 13414453
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=203264
• Text Lang: ja
• Data Source:
  • CiNii Articles