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

SPATIAL CHARACTERISTICS AND VISUAL EVALUATION OF STRONG GROUND MOTION ON 3-D SEDIMENTARY BASINS WITH THE AID OF PARALLEL COMPUTING
并行计算辅助下三维沉积盆地强地震动空间特征及视觉评价
批准号:
08455257
负责人:
SHINOZAKI Yuzo
金额:
$4.99万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
1996
资助国家:
日本
项目状态:
已结题
起止时间:
1996 至 1997

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中文摘要
翻译
应用直接三维边界元方法计算了三维沉积盆地的地震响应,以估计1995年日本强震期间神户市重灾区地震动的放大特征。我们应用直接三维边界元方法计算了三维沉积盆地中的地震波,包括1)平面波、2)点震源和3)哈斯克尔型断层。我们将格林函数用于弹性半空间媒质。通过与其他方法计算结果的比较,验证了格林函数的准确性。首先,我们考虑了平面P波、SH波和SV波的入射。给出了这些速度结构的两层模型的面波基模的频散曲线。根据频域结果,我们使用FFT算法计算合成地震记录。这些反应清楚地表明…的传播沉积盆地边缘产生了更多的乐夫波。结果还表明,由于Love波和沉积盆地边缘产生的瑞利波向盆地中心传播,盆地中心被放大的幅度最大,虽然边缘附近的几个场地也有一定的放大,但放大的幅度仍比剩余场地小1.3倍左右。结果表明,体波即SH波首先到达场地,然后从盆地边缘产生的Love波沿纵向向前传播,从另一个盆地边缘反射向后传播。研究还发现,尽管体波随着震源-接收距离的增加而衰减,但乐夫波并没有衰减,因为假定盆地的材料性质是理想的弹性介质,介质界面倾角对地表响应的影响似乎很小。最后,我们计算了盆地对Haskell型断层源的地震运动。数值结果表明,盆地边缘某些限制区域的地震动放大程度最大,定性地验证了神户市重灾区地震动放大的特点。较少
英文摘要
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
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会议论文
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)
Yoshida, K.、S.Nakai 和 H.Nakazawa:“考虑土壤不规则性的花莲强迫振动试验的模拟分析”第 14 届 SMiRT 译文。
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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)
Shinosaki和Yoshida:“三维不规则地面的地面振动分析:兵库县南部地震“地震带”的考虑”第一届城市内陆地震灾害综合研讨会论文集75-78(1996)。
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共 16 条
    STRONG MOTION PREDICTION AND DESTRUCTIVITY EVALUATION FOR AN INHOMOGENEOUS SEDIMENTARY BASIN BASED ON THE UNDERGROUND STRUCTURE AS ESTIMATED FROM MICROTERMOR OVSERVATIONS
    • 批准号:
      13680548
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $2.18万
    • 财政年份:
      2001
    • 负责人:
      SHINOZAKI Yuzo
    • 依托单位:
    PREDICTION OF NONLINEAR STRUCTURAL EARTHQUAKE RESPONSE BASED ON HYBRID METHOD CONSIDERING LOCAL SEISMIC ACTIVITIES AND UNDERGROUND SOIL CHARACTERISTICS
    • 批准号:
      11450207
    • 项目类别:
      Grant-in-Aid for Scientific Research (B).
    • 资助金额:
      $5.76万
    • 财政年份:
      1999
    • 负责人:
      SHINOZAKI Yuzo
    • 依托单位:
    Forward prediction model of earthquake ground motion in sedimentary basins for seismic design of structures
    • 批准号:
      04650519
    • 项目类别:
      Grant-in-Aid for General Scientific Research (C)
    • 资助金额:
      $1.34万
    • 财政年份:
      1992
    • 负责人:
      SHINOZAKI Yuzo
    • 依托单位:
    High frequency response of a sediment-filled valley for seismic waves
    • 批准号:
      02650399
    • 项目类别:
      Grant-in-Aid for General Scientific Research (C)
    • 资助金额:
      $1.34万
    • 财政年份:
      1990
    • 负责人:
      SHINOZAKI Yuzo
    • 依托单位:
    海外基金