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SPATIAL CHARACTERISTICS AND VISUAL EVALUATION OF STRONG GROUND MOTION ON 3-D SEDIMENTARY BASINS WITH THE AID OF PARALLEL COMPUTING

Research Project

Project/Area Number 08455257
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section一般
Research Field Building structures/materials
Research InstitutionKYOTO UNIVERSITY

Principal Investigator

SHINOZAKI Yuzo  KYOTO UNIV., DEPT.OF ARCHITECTURE,ASSOCIATE PROFESSOR, 工学研究科, 助教授 (80026236)

Co-Investigator(Kenkyū-buntansha) YOSHIDA Kazuhiro  SHIMIZ CORP., RESEARCH INSTITUTE,PRINCIPAL RESEARCHER, 技術研究所, 主任研究員
Project Period (FY) 1996 – 1997
Project Status Completed (Fiscal Year 1997)
Budget Amount *help
¥7,800,000 (Direct Cost: ¥7,800,000)
Fiscal Year 1997: ¥3,100,000 (Direct Cost: ¥3,100,000)
Fiscal Year 1996: ¥4,700,000 (Direct Cost: ¥4,700,000)
KeywordsSedimentary basin / boundary element method / Parallel computing / Green function / Fault source
Research Abstract

A direct three-dimensional boundary element method is applied to evaluate seismic responses in three-dimensional sedimentary basin to estimate the amplification characteristics of the ground motions in the heavily damaged belt zone in Kobe City during the 1995 Hyogoken eathquake. We have applied a direct 3-D boundary element method to evaluate seismic waves in a 3-D sedimentary basin due to 1)plane waves, 2)point sources, and 3)Haskel type fault. We have utilized the Green's functions for an elastic half-space medium. The accuracy of the Green's functions was verified through comparison of the numerical results with those obtained by other methods.
Firstly, we considered the incidence of plane waves of the P,SH,and SV waves. The dispersion curves of the fundamental modes of the surface waves for the two layred model of these velocity structures are, shown. From frequency domain results we computed synthetic seismograms using the FFT algorithm. Those responses clearly show propagation of … More Love waves generated from edge of the sedimentary basin. Thef also show that the center of the basin is most amplified since Love waves as well as Rayleigh waves generated from edge of the sedimentary basin propagate toward the center of the basin, and though several sites near the edge show some amplification, the magnitude of amplification remains to be less about 1.3 times than theremaining sites.
Secondly, we calculated the seismic motion of the basin to a point source. It is seen that body waves, i.e., SH waves, first arrive at the sites and then Love waves generated from the basin edge propagate forward along the longitudinal direction and propagate backward reflected from the other basin edge. It is also seen that though the body waves decay with the increase of source-receiver distance, Love waves do not decay because the material property of the basin is assumed to be a perfect elastic medium.It seems that the effect of angle of inclination of medium interface on the surface responses is small.
Finally, we calculated the seismic motion of the basin to a Haskell type fault source. Numerical results show that ground motions of some restricted area near basin edge are most amplified and that it is qualitatively verified that the amplification chariacterstics of the ground motions in the heavily damaged belt zone in Kobe city. Less

Report

(3 results)
  • 1997 Annual Research Report   Final Research Report Summary
  • 1996 Annual Research Report
  • Research Products

    (16 results)

All Other

All Publications (16 results)

  • [Publications] 長島 一郎、西山 正三、篠崎 祐三: "アクティブマスダンパーを用いた建物の振動制御 その2 装置能力の制約を考慮した可変ゲイン制御手法とその制御性能に関する研究" 日本建築学会構造系論文集. NO.483. 39-49 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Nagashima, I and Y.Shinozaki: "Variable gain feedback control technique of active mass damper and its application to hybrid structural contol" Earthquake Engineering and Structural Dyanmics. Vol.26. 815-838 (1997)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Shinozaki, Y.and K.Yoshida: "Seismic waves in 3-D Sedimentary basins due to Point Source" Proceedings of 11th World Conference on Earthquake Engineering. Paper NO.1175. (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Shinozaki, Y.: "Boundary element modeling of site effects, Special theme Session on ESG" Proceedings of 11th World Conference on Earthquake Engineering. Paper NO.2036. (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] K.Yoshida, S.Nakai, H.Matsumoto, T.Sugiyama: "3-dimensiona Simolation Analyses of Forced Vibration test of Hualien" Proceedings of 11th World Conference of Earthquake Engineering. Paper NO.1188. (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] 篠崎 祐三、吉田 一博: "3次元不整形地盤の地震動解析:兵庫県南部地震「震災の帯」に関する考察" 第一回都市直下地震災害総合シンポジウム論文集. 75-78 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Shinozaki, Y.: "Bounbdary element modeling of site effects" Proc. 11th World Conf. Earthq. Eng., Paper. No.2036. (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Shinozaki, Y.and K.Yoshida: "Seismic waves in 3-D sedimentary basins due to point source" Proc. 11th World Conf. Earthq. Eng., Paper. No.1175. (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Yoshida, K., S.Nakai, H.Matsumoto, and T.Sugiyama: "3-dimensional simulation analyzes of Forced Vibration test at Hualien" Proc. 11th World Conf. Earthq. Eng., Paper. No.1188. (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Yoshida, K.: "Amalytical studies on dynamic characteristics of rigid foundations embedded in an elastic stratum" Shimizu Tech. Res. Bull. No.15. 39-46 (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Yoshida, K., S.Nakai, and H.Nakazawa: "Simulation analyzes of Hualien forced vibration tests considering soil irregularity" Trans.of 14th SMiRT. KW1/12. 499-506 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Nagashima, I.and Y.Shinozaki :"Variable gain feedback control technique of active mass damper and its application to hybrid structural control" Earthq. Eng. Struct. Dyn. Vol.26. 815-838 (1997)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] 篠崎, 吉田: "兵庫県南部地震「震災の帯」発生要因に関する考察" 日本建築学会大会学術講演梗概集. 303-304 (1997)

    • Related Report
      1997 Annual Research Report
  • [Publications] Shinozaki and Yoshida: "Seismic waves in 3-D sedimentary basins due to point source" Proc.11th World Conf.Earthq.Engng.(1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] Shinozaki: "Boundary element modeling to site effects" Proc.11th World Conf.Eorthq.Engng.(1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] 篠さき・吉田: "3次元不整形地盤の地振動解析:兵庫県南部地震「震災の帯」に関する考察" 第1回都市直下地震災害総合シンポジウム論文集. 75-78 (1996)

    • Related Report
      1996 Annual Research Report

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Published: 1996-04-01   Modified: 2016-04-21  

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