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Faulting process and strong ground motion predicted from crustal deformation

Research Project

Project/Area Number 12650558
Research Category

Grant-in-Aid for Scientific Research (C)

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

Principal Investigator

KURITA Satoshi  Tohoku Univ., Graduate School of Eng., Assoc. Prof., 大学院・工学研究科, 助教授 (90195553)

Project Period (FY) 2000 – 2001
Project Status Completed (Fiscal Year 2001)
Budget Amount *help
¥2,700,000 (Direct Cost: ¥2,700,000)
Fiscal Year 2001: ¥1,600,000 (Direct Cost: ¥1,600,000)
Fiscal Year 2000: ¥1,100,000 (Direct Cost: ¥1,100,000)
KeywordsFaulting process / Fault model / Friction element / Crustal deformation / Stopping of frictional displacement / Stick-slip friction / 断層の破壊過
Research Abstract

1) Crustal deformation around the Nagamachi-Rifu faults
The horizontal crustal deformation around the Nagamachi-Rifu faults was investigated from the records observed by GPS earth observation network of the Geographical Survey Institute. The strain rates of the crustal deformation were estimated by taking a triangular composed of three GPS observation points as a triangular element of finite element method and using the technique of strain calculation in finite element method. The magnitude of the strain rate varied spatially, but the major principal directions of the rates were almost perpendicular to the strike of the faults. This result indicates that the Nagamachi-Rifu faults are thrust faulting.
2) Simulation of fault rupture of the Nagamachi-Rifu faults
A method for evaluating the fault parameters such as breakdown shear stress, breakdown stress drop, and critical slip displacement on fault surface was developed theoretically by using empirical equation of the parameters obtained fr … More om breakdown experiments of rocks and taking the variations of temperature and initial stress in crust into account. Using the method, the finite element model of the Nagamachi-rifu faults was build. We performed the rupture simulations of the faults by applying the crustal deformation to the lateral boundaries of the finite element model as prescribed displacement. The numerical errors were observed in the time history of acceleration on the ground obtained from the simulation. The errors seemed to be caused by the numerical problem that the joint elements adopted as fault model is incapable of simulating stick phase after cease of sliding.
3) Stick phase after cease of fault sliding
To overcome the above numerical problem, a numerical technique was developed on the base of block-slider model. The technique permit to simulate the stickmode. In order to validate the proposed numerical technique, the numerical results were compared with the exact solutions of block-slidermodel for harmonic steady state motion and the results obtained by the vibration experiments of block-slider specimen. The proposed method simulated the exact solutions and the experimental results. Less

Report

(3 results)
  • 2001 Annual Research Report   Final Research Report Summary
  • 2000 Annual Research Report
  • Research Products

    (11 results)

All Other

All Publications (11 results)

  • [Publications] 栗田哲: "水平地殻変動に基づく断層破壊と地震動の予測に関する基礎的研究"構造工学論文集. 46B. 381-388 (2000)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] 栗田哲: "水平地殻変動に基づく地震動の予測法のカ学的関係式と初期破壊の生成"日本建築学会大会学術講演梗概集. B2. 153-154 (2000)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] 沢辺浩, 栗田哲, 杉村義広: "剛滑り支承免震建物の応答解析法に関する基礎的研究"日本建築学会東北支部研究報告集. 61. 55-60 (2000)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] 沢辺浩, 栗田哲, 杉村義広: "摩擦力の不連続性を考慮した剛滑り支承免震建物の応答解析法"日本建築学会大会学術講演梗概集. B2. 691-692 (2001)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] S. KURITA: "A study of on prediction of fault rupture and string ground motion from horizontal crustal deformation"Journal of Structural Engineering. 46B. 381-388 (2000)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] S. KURITA: "Prediction method of seismic ground motion from crustal deformation and nucleation of initial rupture zone"Summaries of technical papers of annual meeting architectural institute of JAPAN. B-2. 153-154 (2000)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] H. SAWABE, S. KURITA, Y. SUGIMURA: "Fundamental study on numerical technique for dynamic response analysis of base-isolated buildings with sliding bearings"Proceedings of AIJ Tohoku chapter architectural research meeting. 64. 55-59 (2001)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] H. SAWABE, S. KURITA, Y. SUGIMURA: "Numerical technique for dynamic.response analysis of structure with sliding bearing considering discontinuity of friction force"Summaries of technical papers of annual meeting architectural institute of JAPAN. B-2. 153-154 (2001)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2001 Final Research Report Summary
  • [Publications] 沢辺浩, 栗田哲, 杉村義広: "摩擦力の不連続性を考慮した剛滑り支承免震建物の応答解析法"日本建築学会大会学術講演梗概集. B2. 691-692 (2001)

    • Related Report
      2001 Annual Research Report
  • [Publications] 栗田哲: "水平地殻変動に基づく断層破壊と地震動の予測に関する基礎的研究"構造工学論文集. 46B. 381-388 (2000)

    • Related Report
      2000 Annual Research Report
  • [Publications] 栗田哲: "水平地殻変動に基づく地震動の予測法の力学的関係式と初期破壊の生成"日本建築学会大会学術講演梗概集. B2. 153-154 (2000)

    • Related Report
      2000 Annual Research Report

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Published: 2000-04-01   Modified: 2016-04-21  

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