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Development of numerical analysis method of seismic failure behavior and reinforcement for the masonry structures

Research Project

Project/Area Number 24760362
Research Category

Grant-in-Aid for Young Scientists (B)

Allocation TypeMulti-year Fund
Research Field Structural engineering/Earthquake engineering/Maintenance management engineering
Research InstitutionKyoto University

Principal Investigator

FURUKAWA Aiko  京都大学, 地球環境学堂, 准教授 (00380585)

Project Period (FY) 2012-04-01 – 2015-03-31
Project Status Completed (Fiscal Year 2014)
Budget Amount *help
¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2014: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
Fiscal Year 2013: ¥1,690,000 (Direct Cost: ¥1,300,000、Indirect Cost: ¥390,000)
Fiscal Year 2012: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
Keywords個別要素法 / 組積造 / 地震時破壊挙動
Outline of Final Research Achievements

The method to determine spring and damping parameters theoretically based on the idea of spatial discretization of FEM was developed. Regarding the damping model, damping acting on the gravity center of the element and that acting between the elements are considered. For the damping acting on the gravity center of the element, mass-proportional damping and local damping is modeled. For the damping acting between elements is modeled by the critical damping and the temporal stiffness-proportional damping. The DEM considering the element deformability is also developed. Due to the poisson's effect by the gravity, the horizontal compression force is generated between horizontally-adjacent elements. It is found that this compression force delays the failure of the structure.

Report

(4 results)
  • 2014 Annual Research Report   Final Research Report ( PDF )
  • 2013 Research-status Report
  • 2012 Research-status Report
  • Research Products

    (4 results)

All 2014 2013 2012

All Journal Article (3 results) (of which Peer Reviewed: 1 results) Presentation (1 results)

  • [Journal Article] 個別要素法を用いた構造物の動的解析における減衰のモデル化に関する基礎的検討2014

    • Author(s)
      古川愛子,木村翔太,清野純史
    • Journal Title

      土木学会論文集A1(構造・地震工学)

      Volume: 70

    • NAID

      130004557121

    • Related Report
      2014 Annual Research Report
    • Peer Reviewed
  • [Journal Article] 個別要素法を用いた構造物の動的解析における減衰のモデル化に関する基礎的検討2013

    • Author(s)
      14. 古川愛子,木村翔太,清野純史
    • Journal Title

      第 32回土木学会地震工学研究発表会講演論文集

      Volume: 32 Pages: 1-11

    • NAID

      130004557121

    • Related Report
      2013 Research-status Report
  • [Journal Article] Seismic Behavior Analysis of Masonry Structures Using Distinct Element Method Considering Deformability of Elements2012

    • Author(s)
      Risa Horikawa, Aiko Furukawa, Junji Kiyono and Kenzo Toki
    • Journal Title

      Proceedings of the 5th AUN/SEED-Net Regional Conference on Geo-Disaster Mitigation in ASEAN

      Volume: 5 Pages: 135-150

    • Related Report
      2012 Research-status Report
  • [Presentation] 減衰のモデル化が個別要素法を用いた構造物の破壊挙動解析結果に及ぼす影響2013

    • Author(s)
      木村翔太
    • Organizer
      第68回土木学会年次学術講演会
    • Place of Presentation
      千葉
    • Related Report
      2013 Research-status Report

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Published: 2013-05-31   Modified: 2019-07-29  

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