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1989 Fiscal Year Final Research Report Summary

HYBRID EXPERIMENT ON NONLINEAR EARTHQUAKE-INDUCED SOIL-STRUCTURE INTERACTION

Research Project

Project/Area Number 62850085
Research Category

Grant-in-Aid for Developmental Scientific Research

Allocation TypeSingle-year Grants
Research Field 土木構造
Research InstitutionKYOTO UNIVERSITY

Principal Investigator

TOKI Kenzo  Disaster Prevention Research Institute, Kyoto Univ., Prof., 防災研究所, 教授 (10027229)

Co-Investigator(Kenkyū-buntansha) KIYONO Junji  Disas. Prev. Res. Inst., Research Assoc., 防災研究所, 助手 (00161597)
SATO Tadanobu  Disas. Prev. Res. Inst., Assoc. Prof., 防災研究所, 助教授 (00027294)
IEMURA Hirokazu  Faculty of Engineering, Assoc. Prof., 工学部, 助教授 (10026362)
KAMEDA Hiroyuki  Disas. Prev. Res. Inst., Kyoto Univ., Prof., 防災研究所, 教授 (80025949)
Project Period (FY) 1987 – 1989
KeywordsHybrid Experiment / Soil-Structure System / Nonlinear Restoring Force / Foundation / Pile / Dynamic Interaction / Aseismic Design / Ultimate Intensity
Research Abstract

A hybrid study has been made of nonlinear seismic soil-structure interaction by numerical analysis of the governing differential by on-line computer. During this analysis the nonlinearity of stiffness of the system was measured experimentally by Pseudo-dynamic Test, and fed back to the computer at each successive step. The other dynamic characteristics of the system were treated analytically.
We have used seven large foundation-structure models, which are shallow foundation, embedded foundation, caison foundation, 1-pile, 2-pile, 3-pile and 9- pile models. Also different seismic input excitations were used with a variety of different maximum amplitude.
Static and dynamic mechanical characteristics of soil-structure model were determined by Static and forced vibration Dynamic Tests. Frequency dependent dynamic characteristics measured through these tests were taken into account formulating dynamic equations of motion. We developed a new time domain numerical integration scheme that is based on the Hilbert Transformation of frequency dependent dynamic characteristics of the soil-structure system. Finally, we identified hysteretic restoring force and parameters using Kalman filter technique.

  • Research Products

    (12 results)

All Other

All Publications (12 results)

  • [Publications] 土岐憲三: "地盤-杭基礎系の非線形動的相互作用に関するハイブリット実験" 京都大学防災研究所年報. 第33B-2. (1990)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Kenzo TOKI: "Hybrid Experiment on Pile Groups Taking into Account Earthquake-induced Nonlinear Soil-Structure Interaction" Proc.of the 8th Japan Earthquake Engineering Symposium. (1990)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Kenzo TOKI: "Hybrid Experiment and Seismic Observation on a Pile-group" Proc.of the 8th Japan Earthquake Engineering Symposium. (1990)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Kenzo TOKI: "Hybrid Experiments on Nonlinear Earthquake-Induced Soil-Structure Interaction" Earthquake Engineering and Structural Dynamics. (1990)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 土岐憲三: "杭基礎の非線形復元力に関するハイブリット実験" 京都大学防災研究所年報. 第32B-2. 11-22 (1989)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 土岐憲三: "地盤-構造物系の非線形動的相互作用に関するハイブリット実験法の開発" 京都大学防災研究所年報. 第31B-2. 23-38 (1988)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Kenzo TOKI: "Hybrid Experiments on Nonlinear Earthquake-Induced Soil-Structure Interaction" Earthquake Engineering and Structural Dynamics, 1990.

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Kenzo TOKI: "Hybrid Experiment on Pile Groups Taking into Account Earthquake-Induced Nonlinear Soil-Structure Interaction" Proc. of the 8th Japan Earthquake Engineering Symposium, 1990.

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Kenzo TOKI: "Hybrid Experiment and Seismic Observation on a Pile-Group" Proc. of the 8th Japan Earthquake Engineering Symposium, 1990.

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Kenzo TOKI: "Hybrid Experiments on Nonlinear Dynamic Interaction of Soil-Structure System" Annuals of Disas. Prev. Res. Inst., Kyoto Univ., 1990.

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Kenzo TOKI: "Hybrid Experiments on Nonlinear Restoring Force of Pile Foundation" Annuals of Disas. Prev. Res. Inst., Kyoto Univ., pp.11-22, 1989.

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Kenzo TOKI: "Development of Hybrid Experiment Method for Nonlinear Soil-Structure Interaction System" Annuals of Disas. Prev. Res. Inst., Kyoto Univ., pp.23-38, 1988.

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

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Published: 1993-03-26  

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