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1998 Fiscal Year Final Research Report Summary

Study on Ultimate Strength of Single-Layer Latticed Domes

Research Project

Project/Area Number 09650618
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field Building structures/materials
Research InstitutionTOKYO INSTITUTE OF TECHNOLOGY

Principal Investigator

OGAWA Toshiyuki  Tokyo Institute of technology Facility of Engineering Professor, 工学部, 教授 (20126270)

Co-Investigator(Kenkyū-buntansha) KIMURA Yoshihiro  Tokyo Institute of technology Facility of Engineering Research Associate, 工学部, 助手 (60280997)
Project Period (FY) 1997 – 1998
KeywordsSingle-Layer latticed domes / Type of loading / Elasto-plastic buckling Analysis / Buckling behavior / Buckling experiment
Research Abstract

The purpose of this study is to investigate the ultimate strength of single-layer latticed domes under the influence of the geometrical imperfections and loading conditions. To examine the fundamental elasto-plastic buckling behavior of the dome without geometrical initial imperfections, the elasto-plastic analysis is carried out. Next, the buckling behavior of the domes with geometrical initial imperfections is examined. Then we carried out the model experiment of span 4.6m. Loading types are concentrated load, one-side uniform load and uniform load with additional concentrated load. As a result, the buckling load of the domes reduced considerably by the existence of the additional load and the initial imperfections. Summaries of the results obtained may be as follows.
The elasto-plastic buckling behavior of the rigidly jointed single-layer latticed dome is estimated by the slenderness ratio of the dome lambdas. For the domes without geometrical initial imperfections, for the domes with is <0.80, the elasto-plastic buckling load is smaller than the elastic buckling load, And these domes are collapsed by general buckling. For the domes with 0.80 < ls < 1.0, the domes are collapsed by node buckling. For the domes with geometrical initial imperfections, as the value of ls increases, the elasto-plastic buckling load decreases. Especially, the elasto-plastic buckling load of the dome which is collapsed by node buckling is greatly influenced by geometrical initial imperfections. The elasto-plastic buckling load is estimated by using Modified Dunkerley Formulation as the function of lambdas as well as the function of LAMBDA.

  • Research Products

    (26 results)

All Other

All Publications (26 results)

  • [Publications] 柳瀬博友, 小河利行, 桑田真理子: "分布荷重を受ける剛接合単層ラチスドームの弾塑性座屈性状 その1" 日本建築学会大会学術講演梗概集. B-1. 993-994 (1997)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 桑原真理子, 小河利行, 柳瀬博友: "分布荷重を受ける剛接合単層ラチスドームの弾塑性座屈性状 その2" 日本建築学会大会学術講演梗概集. B-1. 995-996 (1997)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 小河利行, 桑田真理子: "等分布荷重をうける剛接合単層ラチスドームの弾塑性座屈解析" 計算工学講演会論文集. (3)[3]. 797-800 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 小河利行, 桑田真理子: "鉛直荷重を受ける剛接合単層ラチスドームの弾塑性座屈性状" 日本建築学会構造系論文. [506]. 131-138 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Toshiyuki OGAWA et al.: "An efficient method for selection of vibration modes contributory to wind response on dome-like roofs" Journal of Wind Engineering and Industrial Aerodynamics. 73. 31-43 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Toshiyuki OGAWA et al.: "Elasto-Plastic Buckling Behavior of Rigidly Jointed Single-Layer Latticed Domes" Lightweight Structures in Architecture Engineering and Construction (LSA'98). (1). 460-467 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 望月勇, 増田圭司, 中山昌尚, 小河利行: "強風中の円筒屋根面の動的挙動に関する研究" 第15回風工学シンポジウム論文集. 191-196 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 増田圭司, 中山昌尚, 佐々木康人, 小河利行: "スパン100mに及ぶ二重空気膜構造物の風応答観測" 第15回風工学シンポジウム論文集. 515-520 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 小河利行, 望月勇, 増田圭司, 中山昌尚: "強風中の円筒屋根面の動的挙動に関する数値シミュレーション" 日本建築学会大会学術講演梗概集. B-1. 315-316 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 清水英樹, 小河利行, 桑田真理子, 柳瀬博友: "剛接合単層ラチスドームの動的座屈性状に関する研究 その1" 日本建築学会大会学術講演梗概集. B-1. 911-912 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 桑田真理子, 小河利行, 柳瀬博友: "剛接合単層ラチスドームの動的座屈性状に関する研究 その2" 日本建築学会大会学術講演梗概集. B-1. 913-914 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 池田周英, 小河利行, 桑田真理子: "形状初期不整を有する剛接合単層ラチスドームの弾塑性座屈荷重評価" 日本建築学会大会学術講演梗概集. B-1. 933-934 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 山崎航平, 小河利行, 木村祥裕, 桑田真理子: "細長比の大きい部材で構成される単層ラチスドームの座屈実験" 日本建築学会大会学術講演梗概集. B-1. 955-956 (1998)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Toshiyuki Ogawa: "Elasto-Plastic Buckling Behavior of Rigidly-Jointed Single-Layer Latticed Domes under Vertical Load Part.1" Summaries of Technical Paper of Annual Meeting Architectural Institute of Japan. B-1. 993-994 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "Elasto-Plastic Buckling Behavior of Rigidly Jointed Single-Layer Latticed Domes under Vertical Load Part.2" Summaries of Technical Paper of Annual Meeting Architectural Institute of Japan. B-1. 995-996 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "The Elasto-Plastic Buckling Behavior of Rigidly Jointed Single-Layer Latticed Domes under Uniform Load" Proceedings of the Conference on Computational Engineering and Science. (3)[3]. 797-800 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "Elasto-Plastic Buckling Behavior of Rigidly Jointed Single-Layer Latticed Domes under Vertical Load" Journal of Structural and Construction Engineering. [506]. 131-138 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "An efficient method for selection of vibration modes contributory to wind response on dome-like roofs" Journal of Wind Engineering and Industrial Aerodynamics. 73. 31-43 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "Elasto-Plastic Buckling Behavior of Rigidly Jointed Single-Layer Latticed Domes" Lightweight Structures in Architecture, Engineering and Construction (LSA'98). (1). 460-467 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Isamu Mochizuki: "A Study on Dynamic Behavior of Cylindrical Dome Roofs in the Strong Wind" Proceedings of 15th National Symposium on Wind Engineering. 191-196 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Keiji Masuda: "Wind Response observation on Double Layer Pneumatic Structure with more than 100m Span" Proceedings of 15th National Symposium on Wind Engineering. 515-520 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "Numerical Simulation on Dynamic Behavior of Cylindrical Dome Roofs in Strong Wind" Summaries of Technical Paper of Annual Meeting Architectural Institute of Japan. B-1. 315-316 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "A Study on Dynamic Buckling Behavior of Rigidly Jointed Single-Layer Latticed Domes Part.1" Summaries of Technical Paper of Annual Meeting Architectural Institute of Japan. B-1. 911-912 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "A Study on Dynamic Buckling Behavior of Rigidly Jointed Single-Layer Latticed Domes Part.2" Summaries of Technical Paper of Annual Meeting Architectural Institute of Japan. B-1. 913-914 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "Estimation of Rigidly Jointed Single-Layer Latticed Domes with Geometrical Initial Imperfections" Summaries of Technical Paper of Annual Meeting Architectural Institute of Japan. B-1. 933-934 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Toshiyuki Ogawa: "Experimental study on Buckling Behavior of Single-Layer Latticed Domecomposed of Slender Members" Summaries of Technical Paper of Annual Meeting Architectural Institute of Japan. B-1. 955-956 (1998)

    • Description
      「研究成果報告書概要(欧文)」より

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Published: 1999-12-08  

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