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A Substructure On-Line Earthquake Response Simulation of Steel Frames with Shear Collpase in Middle of Beam

Research Project

Project/Area Number 14550488
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field 構造工学・地震工学
Research InstitutionDaido Institute of Technology

Principal Investigator

MIKI Toshihiro  Daido Institute of Technology, Dept. of Civil Engineering and Environmental Design, Professor, 工学部, 教授 (90137175)

Project Period (FY) 2002 – 2003
Project Status Completed (Fiscal Year 2003)
Budget Amount *help
¥2,200,000 (Direct Cost: ¥2,200,000)
Fiscal Year 2003: ¥900,000 (Direct Cost: ¥900,000)
Fiscal Year 2002: ¥1,300,000 (Direct Cost: ¥1,300,000)
Keywordssteel piers / web plates of beam / shearing buckling / earthquake response / on-line testing / 鋼製ラーメン橋脚
Research Abstract

1.Development of Experimantal Device for High Speed Shearing Force
1)An experimental device was developed for appling the shearing force to web plates. Four corners of steel square plates correspond to the centre of bearing set in the experimental device.
2)Dynamic tests of steel web plates can be performed under the condition of almost pure shearing force.
3)Steel web plates can deform up to the large displacement and siginificantly inelastic region corresponding to about hundred times yield shearing strain.
2.Experiments on inelastic response of steel web plates under rapid shearing force
Fifty square plate specimens with thickness of 2.3, 3.2, 4.5 and 6mm were tested up to dynamic failure under the following shearing force ;
1)Statically increasing shearing force
2)Statically cyclic shearing force
3)Dynamically cyclic shearing force
4)Earthquake response analysis based on an on-line experimental method
3.Conclusions
1)Experimental device was developped for web plates under high speed cyclic shearing force.
2)This experimental device can give the rapid shearing force which corresponds to about a hundred and twenty times shearing strain (=about 0.25 rad/s) of steel materials.
3)The yield shearing stress in the first hysteresis loop increases due to the increase in strain rate.
4)In order to know the real earthquake response of web plates under shearing force, it is necessary to realize the loading condition of rapid shearing force corresponding to about four hundreds times shearing strain of steel materials.

Report

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

    (13 results)

All Other

All Publications (13 results)

  • [Publications] 宮嵜靖大, 松岡伸児, 酒造敏廣: "2層目はり中間部腹板の塑性化に着目した門形ラーメンの地震応答性状"平成14年度研究発表会,土木学会中部支部,講演概要集I-10. (2003)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 宮嵜靖大, 酒造敏廣: "二層目はり中間部腹板の塑性化に着目した鋼門形ラーメンの非弾性地震応答性状"土木学会第58回年次学術講演会,講演概要集I-012. (2003)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 酒造敏廣, 桑山智樹: "部分テーパー構造を有する鋼変断面片持ち柱の弾塑性性状"平成14年度研究発表会,土木学会中部支部,講演概要集I-45. (2004)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 酒造敏廣, 今井慎吾, 澤田佳樹: "動的せん断力を受ける鋼板の弾塑性性状に関する実験"土木学会第59回年次学術講演会,講演概要集. (発表予定). (2004)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Miyazaki, Y., Matsuoka, S., Miki, T.: "Inelastic Earthquake Response of Two-Story Steel Portal Frames with Shear Collapse of Middle of Beam"Proc. of 2002 Annual Conference of JSCE Chubu Branch. I-10. (2003)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Miyazaki, Y., Miki, T.: "Inelastic Earthquake Response of Steel two-story Portal Frames with Shear Collapse in Middle of Beam on 2nd Story"Proc. of 2003 Conference of JSCE. I-012. (2004)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Miki, T., Kuwayama, T.: "Elasto-Plastic Behaviour of Steel Cantilever Columns with Partially Tapered Cross-Section"Proc. of 2003 Annual Conference of JSCE Chubu Branch. I-45. 89-90 (2003)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] Miki, T., Imai, S., Sawada, Y: "Experiment on Elasto-Plastic Behaviour of Steel Plates subjected to Dynamic Shearing Force"Proc. of 2004 Conference of JSCE. (2004)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2003 Final Research Report Summary
  • [Publications] 宮嵜靖大, 松岡伸児, 酒造敏廣: "2層目はり中間部腹板の塑性化に着目した門形ラーメンの地震応答性状"平成14年度研究発表会,土木学会中部支部,講演概要集. I-10. (2003)

    • Related Report
      2003 Annual Research Report
  • [Publications] 宮嵜靖大, 酒造敏廣: "二層目はり中間部腹板の塑性化に着目した鋼門形ラーメンの非弾性地震応答性状"土木学会第58回年次学術講演会,講演概要集. I-012. (2003)

    • Related Report
      2003 Annual Research Report
  • [Publications] 酒造敏廣, 桑山智樹: "部分テーパー構造を有する鋼変断面片持ち柱の弾塑性性状"平成15年度研究発表会,土木学会中部支部,講演概要集. I-45. 89-90 (2004)

    • Related Report
      2003 Annual Research Report
  • [Publications] 酒造敏廣, 今井慎吾, 澤田佳樹: "動的繰り返しせん断力を受ける薄鋼板の弾塑性性状に関する実験"土木学会第59回年次学術講演会,講演概要集. (発表予定). (2004)

    • Related Report
      2003 Annual Research Report
  • [Publications] 宮嵜靖大, 松岡伸児, 酒造敏廣: "2層目はり中間部腹板の塑性化に着目した門形ラーメンの地震応答性状"土木学会中部支部平成14年度研究発表会,講演概要集. 19-20 (2003)

    • Related Report
      2002 Annual Research Report

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Published: 2002-04-01   Modified: 2016-04-21  

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