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Analysis of locally concentrated strong motions of multi-phased and irregularly layered grounds of the time-dependent frequency response characteristics

Research Project

Project/Area Number 11650490
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 InstitutionKumamoto University

Principal Investigator

AKIYOSHI Takashi  Kumamoto University Department of Civil Engineering and Architecture Professor, 工学部, 教授 (60040383)

Co-Investigator(Kenkyū-buntansha) FUCHIDA Kunihiko  Yatsushiro College of Technology Department of Civil and Architectural Engineering Associate Professor, 助教授 (80124155)
Project Period (FY) 1999 – 2000
Project Status Completed (Fiscal Year 2000)
Budget Amount *help
¥800,000 (Direct Cost: ¥800,000)
Fiscal Year 2000: ¥800,000 (Direct Cost: ¥800,000)
Keywordssite effects / irregularly layered ground / liquefaction / non-stationary transfer function / natural frequency / shear modulus / absorbing boundary / 2-phase medium
Research Abstract

For the basic and best understading of "the seismic disaster belt " for the 1995 Hyogoken-Nanbu-earthquake, this study aims to analyze the mutual effects of dynamic characteristics of both rock-based mountain sites and liquefaction-based coastal sites, and also the inducing process of the belt based on the mutual relations between irregular layering and seismic intensity. Numerical computation is performed for the 2D basic ground models and site ground models at Kobe for the 1995 Hyogoken-Nanbu earthquake which was recorded at Port Island of Kobe below 32m of ground surface, using the non-linear dynamic analysis program with the absorbing boundaries which is developed based on the effective stress analysis method.
The following is the summary :
1. In advance of the analysis, an absorbing boundary condition for eliminating reflection waves from artificial boundaries is developed, introduced into the existing program for effective stress analysis, and finally shows the effectiveness.
2. In … More irregularly layered grounds, liquefaction rapidly lowers the soil stiffness and stimulates the shrinkage and non-linearity of the acceleration-frequency response function at sites due to the extension of the natural frequency. This means that the frequency response functions at sites transfer to low-pass filters.
3. The dynamic characteristics around boundary faces between horizontally adjacent layers are subjected to harder ground for the case of extremely different stiffnesses and to both grounds for the case of mutually similar stiffnesses.
4. Increment of seismic intensity lowers the acceleration response due to liquefaction along the coastal area of surface layers and therefore induces high concentrated area of acceleration response at the surface ground of irregularly layered mountain sites. Though this seismic disaster belt appeared based on the specific combination of Kobe ground and Kobe earthquake of the maximum acceleration 5.4m/s^2, the belt will appear also at other cities because Kobe grounds exist at almost coastal cities in Japan. Less

Report

(3 results)
  • 2000 Annual Research Report   Final Research Report Summary
  • 1999 Annual Research Report
  • Research Products

    (16 results)

All Other

All Publications (16 results)

  • [Publications] 秋吉卓: "2相系地盤における波動吸収境界の誤差評価"土木学会論文集. No.619/I-47. 111-120 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2000 Final Research Report Summary
  • [Publications] 秋吉卓: "Site effects on nonlinear seismic response of layered grounds"Proc.2nd Int.Conf.on Earthquake Resistant Engineering Structures. 737-746 (1999)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2000 Final Research Report Summary
  • [Publications] 秋吉卓: "Site effects on seismic response of nonlinear layered grounds"CD-ROM Proc.12th World Conf.on Earthy.Engng.. 171 (2000)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2000 Final Research Report Summary
  • [Publications] 秋吉卓: "Local site effects of transient dynamic characteristics of inegularly layered grounds"CD-ROM Proc.4th Int.Conf.on Recent Advances in Geotech,Earthy.Engng.and Sail Dynamics. 311 (2001)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      2000 Final Research Report Summary
  • [Publications] AKIYOSHI,T., SHIRINASHIHAMA,S., FUCHIDA,K.and SUN, X.: "Site effects on nonlinear seismic response of layered grounds"Proc.2^<nd> Int.Conf.on Earthq.Resist.Engng.Struct. 737-746 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2000 Final Research Report Summary
  • [Publications] AKIYOSHI,T., SUN,X.and FUCHIDA,K.: "Error estimation of absorbing boundary condition for two-phase ground"Journal of Struct.Engng./Earthq.Engng., JSCE. Vol.16.No.2. 133s-142s (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2000 Final Research Report Summary
  • [Publications] AKIYOSHI,T., SHIRINASHIHAMA,S.FUCHIDA,K.and SUN,X.: "Site effects on seismic response of nonlinear layered grounds"Proc.12^<th> World Conf.on Earthq.Engng.. Paper No.171(CD-ROM). (2000)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2000 Final Research Report Summary
  • [Publications] AKIYOSHI,T., FUCHIDA,K.and SHIRINASHIHAMA,S.: "Local site effects of transient dynamic characteristics of irregularly layered grounds"Proc.4^<th> Int.Conf.on Recent Adv.in Geotech.Earthq.Engng.and Soil Dyn.. Paper No.3.11(CD-ROM). (2001)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2000 Final Research Report Summary
  • [Publications] AKIYOSHI,T., FUCHIDA,K., SHIRINASHIHA,S.and TAJIMA,S.: "Effects of irregularity and liquefaction of grounds on the local amplification characteristics of earthquakes(in Japanese)"Proc.25^<th> JSCE Earthq.Engng.Symp.. 189-192 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      2000 Final Research Report Summary
  • [Publications] 秋吉卓: "2相系地盤における波動吸収境界の誤差評価"土木学会論文集. No.619/I-47. 111-120 (1999)

    • Related Report
      2000 Annual Research Report
  • [Publications] 秋吉卓: "Site effects on nonlinear seismic response of layered grounds"Proc.2nd Int.Conf.on Earthquake Resistant Engineesing Structures. 737-746 (1999)

    • Related Report
      2000 Annual Research Report
  • [Publications] 秋吉卓: "Site effects on seismic response of nonlinear layered grounds"CD-ROM Proc.12th World Conf.on Earthq.Engng.. (Paper No.171). (2000)

    • Related Report
      2000 Annual Research Report
  • [Publications] 秋吉卓: "Local site effects of transient dynamic characteristics of irregularly layered grounds"CD-ROM Proc.4th Int.Conf.on Recent Advances in Geotech.Earthq.Engng.and Soil Dynamics. Paper No.3.11. (2000)

    • Related Report
      2000 Annual Research Report
  • [Publications] 秋吉卓: "2相系地盤における波動吸収境界の誤差評価"土木学会論文集. No.619/I-47. 111-120 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] 秋吉卓: "Site effects on nonlinear seismic response of Layered grounds"Proc.2nd Int.Conf.on Earthquake Resistant Ergineering Structures. 737-746 (1999)

    • Related Report
      1999 Annual Research Report
  • [Publications] 秋吉卓: "Site effects on seismic response of nonlinear layered grounds"CD-ROM Proc.of 12WCEE. Paper No.-171 (2000)

    • Related Report
      1999 Annual Research Report

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

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