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Elasto-Plastic Behaviour on Column-to-Beam Joint Panel under Two Direction Shear force

Research Project

Project/Area Number 13450224
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section一般
Research Field Building structures/materials
Research InstitutionKobe University

Principal Investigator

TABUCHI Mototsugu  Kobe University, Graduate School of Science and Technology, Professor, 自然科学研究科, 教授 (20031130)

Co-Investigator(Kenkyū-buntansha) NAMBA Hisashi  Kobe University, Faculty of Engineering, Research Associate, 工学部, 助手 (30314503)
TANAKA Tsuyoshi  Kobe University, Faculty of Engineering, Associate Professor, 工学部, 助教授 (90243328)
Project Period (FY) 2001 – 2003
Project Status Completed (Fiscal Year 2003)
Budget Amount *help
¥7,500,000 (Direct Cost: ¥7,500,000)
Fiscal Year 2003: ¥1,700,000 (Direct Cost: ¥1,700,000)
Fiscal Year 2002: ¥3,600,000 (Direct Cost: ¥3,600,000)
Fiscal Year 2001: ¥2,200,000 (Direct Cost: ¥2,200,000)
KeywordsJoint panel / Square hollow section / Circular hollow section / Space assemblage test / Shear strength / Finite element analysis / Panel aspect ratio / Axial force ratio / 柱梁接合部パネル / 2方向加力 / 角形綱管 / 全塑性せん断耐力 / 実大実験
Research Abstract

This report presents the results of experimental and analytical study on the shear behavior of hollow section column-to-H beam joint panels subjected to two direction force in space assemblages. Ten Tests were carried out using connection assemblages subjected to cyclic lateral loading. Test specimens are as follows :
1. Five space assemblages with square hollow section panel: aspect ratio = 1.0, 1.5, 2.0, axial force ratio =0, 0.25, 0.5
2. Three plane assemblages with square hollow section panel: aspect ratio = 1.0, 1.5, 2.0, axial force ratio =0
3. Two space assemblages with circular hollow section panel: aspect ratio = 1.5, axial force ratio =0, 0.5
The following conclusions can be made :
1. The shear strength of the joint panels subjected to two directions force is more than it of the joint panels subjected to one direction force.
2. In the case of plane assemblages subjected to one direction force, the aspect ratio of joint panels has no influence on the shear strength of the joint panels. On the other hand, in the case of space assemblages subjected to two directions force, the shear strength decreases as the aspect ratio of joint panel, because bending moment of the joint panels affects the distribution of the shear stress.
3. The lowering ratio of shear strength with the increasing ratio of the aspect ratio in the case of circular hollow section panels is less than it in the case of square hollow section panels.
4. The beam webs connecting the joint panels reduce the axial force of the joint panels. So, the axial force ratio of the joint panels in space assemblages is less than it in plane assemblages.

Report

(4 results)
  • 2003 Annual Research Report   Final Research Report Summary
  • 2002 Annual Research Report
  • 2001 Annual Research Report
  • Research Products

    (29 results)

All Other

All Publications (29 results)

  • [Publications] 米田 直樹: "2方向加力を受ける鋼管柱梁接合部パネルの弾塑性挙動に関する研究-その5 軸力比の影響-"日本建築学会学術講演梗概集C-1. 構造III(未定). (2004)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 日浦 博和: "2方向加力を受ける鋼管柱梁接合部パネルの弾塑性挙動に関する研究-その6 有限要素解析-"日本建築学会学術講演梗概集C-1. 構造III(未定). (2004)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 米田 直樹: "2方向加力を受ける鋼管柱梁接合部パネルの弾塑性挙動に関する研究-その3 軸力比の影響-"日本建築学会近畿支部研究報告集・構造系. 第44号(未定). (2004)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 米田 直樹: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動"鋼構造年次論文報告集. 第11巻. 607-614 (2003)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 日浦 博和: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究-その3 載荷実験概要-"日本建築学会学術講演梗概集C-1. 構造III. 961-962 (2003)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 米田 直樹: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究-その4 載荷実験結果-"日本建築学会学術講演梗概集C-1. 構造III. 963-964 (2003)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 日浦 博和: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究"日本建築学会近畿支部研究報告集・構造系. 第43号. 341-344 (2003)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 難波 尚: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究-その1 接合部パネルの対価評価-"日本建築学会学術講演梗概集C-1. 構造III. 735-736 (2002)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 米田 直樹: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究-その2 接合部パネルの応力分布-"日本建築学会学術講演梗概集C-1. 構造III. 737-738 (2002)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 米田 直樹: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究-その1 予備解析-"日本建築学会近畿支部研究報告集・構造系. 第43号. 189-192 (2002)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Naoki, Yoneda: "Elasto-Plastic Behavior on Column-to-Beam Joint Panel under Two Direction Share Force -Part 5 Effect of Axial Force Ratio -"Summaries of Technical Papers of Annual Meeting AIJ C-1, Structures III. (now printing). (2004)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Hirokazu, Hiura: "Elasto-Plastic Behavior on Column-to-Beam Joint Panel under Two Direction Share Force -Part 6 Finite Element Analysis -"Summaries of Technical Papers of Annual Meeting AIJ C-1, Structures III. (now printing). (2004)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Naoki, Yoneda: "Elasto-Plastic Behavior on Column-to-Beam Joint Panel under Two Direction Share Force -Part 3 Effect of Axial Force Ratio -"Structural Report of Kinki Branch of the AIJ. No.44(now printing). (2004)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Naoki, Yoneda: "Elasto-Plastic Behavior of Column-to-Beam Joint Panel subjected to Two Direction Share"Journal of Constructional Steel. Vol.11. 614 (2003)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Hirokazu, Hiura: "Elasto-Plastic Behavior on Column-to-Beam Joint Panel under Two Direction Share Force -Part 3 Outline of Loading Tests -"Summaries of Technical Papers of Annual Meeting AIJ C-1, Structures III. 961-962 (2003)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Naoki, Yoneda: "Elasto-Plastic Behavior on Column-to-Beam Joint Panel under Two Direction Share force -Part 4 Results of Loading Tests -"Summaries of Technical Papers of Annual Meeting AIJ C-1, Structures III. 963-964 (2003)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Hirokazu, Hiura: "Elasto-Plastic Behavior on Column-to-Beam Joint Panel wider Two Direction Share"Structural Report of Kinki Branch of the AIJ. No.43. 341-344 (2003)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Hisashi, Namba: "Elasto-Plastic Behavior on Column-to-Beam Joint Panel under Two Direction Share -Part 1 Strength of Joint Panel"Summaries of Technical Papers of Annual Meeting AIJ C-1, Structures III. 735-736 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Naoki, Yoneda: "Elasto-Plastic Behavior on Column-to-Beam Joint Panel under Two Direction Share Force -Part 2 Stress Distribution of Joint -"Summaries of Technical Papers of Annual Meeting AIJ C-1, Structures III. 737-738 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Naoki, Yoneda: "Elasto-Plastic Behavior on Column-to-Beam Joint Panel under Two Direction Share Force -Part 1 Preliminary Analysis -"Structural Report of Kinki Branch of the AIJ. No.42. 189-192 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 米田 直樹: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動"鋼構造年次論文報告集. 第11巻. 607-614 (2003)

    • Related Report
      2003 Annual Research Report
  • [Publications] 日浦 博和: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究 (その3 載荷実験概要)"日本建築学会学術講演梗概集C-1. 構造III. 961-962 (2003)

    • Related Report
      2003 Annual Research Report
  • [Publications] 米田 直樹: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究 (その4 載荷実験結果)"日本建築学会学術講演梗概集・C-1. 構造III. 963-964 (2003)

    • Related Report
      2003 Annual Research Report
  • [Publications] 日浦 博和: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究"日本建築学会近畿支部研究報告集・構造系. 第43号. 341-344 (2003)

    • Related Report
      2003 Annual Research Report
  • [Publications] 難波 尚: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究 (その1 接合部パネルの耐力評価)"日本建築学会学術講演梗概集・C-1. 構造III. 735-736 (2002)

    • Related Report
      2003 Annual Research Report
  • [Publications] 米田 直樹: "2方向加力を受ける角形鋼管柱梁接合部パネルの弾塑性挙動に関する研究 (その2 接合部パネルの応力分布)"日本建築学会学術講演梗概集・C-1. 構造III. 737-738 (2002)

    • Related Report
      2003 Annual Research Report
  • [Publications] 米田 直樹: "2方向加力を受ける角形綱管柱梁接合部パネルの弾塑性挙動に関する研究-その1 予備解析-"日本建築学会近畿支部構造系研究報告集. 第42号. 189-192 (2002)

    • Related Report
      2002 Annual Research Report
  • [Publications] 難波 尚: "2方向加力を受ける角形綱管柱梁接合部パネルの弾塑性挙動に関する研究-その1 接合部パネルの耐力評価-"日本建築学会2002年度大会学術講演梗概集C-1. 構造III. 735-736 (2002)

    • Related Report
      2002 Annual Research Report
  • [Publications] 米田 直樹: "2方向加力を受ける角形綱管柱梁接合部パネルの弾塑性挙動に関する研究-その2 接合部パネルの応力分布-"日本建築学会2002年度大会学術講演梗概集C-1. 構造III. 737-738 (2002)

    • Related Report
      2002 Annual Research Report

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Published: 2001-04-01   Modified: 2016-04-21  

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