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首页> 外文期刊>Bulletin of the Seismological Society of America >Simulations of strong ground motion and 3D amplification effect in the Taipei basin by using a composite grid finite-difference method
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Simulations of strong ground motion and 3D amplification effect in the Taipei basin by using a composite grid finite-difference method

机译:复合网格有限差分法模拟台北盆地强地震动和3D放大效应

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We perform full elastic wave-field simulations within the Taipei basin by using a three-dimensional (3D) discontinuous finite-difference method. The 3D Taipei basin model is determined from a seismic reflection study. Two major subsurfaces, the Songshan formation (surface soil layer) and the basin basement, are constituted in the model. A parallel-based composite grid technique, a containing scalene grid and a discontinuous grid, is developed in this study to deal with the possible numerical problem of thin depth and low velocity of the Songshan formation. Taking advantage of the composite grid, the resolution of the subsurface structure can be reached to 20 m, and a higher frequency (up to 3 Hz) of the synthetic waveform can be achieved. In our strong ground motion simulations, we assume a constant velocity in each subsurface. Three different types of models are considered in the study: the Songshan formation with a basement structure model, a basin basement model, and a layered half-space model. Results indicate that only the model with both the Songshan formation and the basement structure can produce the apparent basin amplification effects. First, the surface wave generated after the primary S wave is trapped at the shallow part of the basin. Then, when the wave propagates through the deepest part of the basin, most of the energy is reflected from the boundary and focused back into the basin. In addition, part of the seismic wavefront turns and follows the shallow basin edge resulting in further amplification. Our study indicates that the complex Taipei basin geometry and fairly low velocity of the Songshan formation dominate the amplification and wave propagation behavior that result in extraordinary strong shaking patterns in the Taipei metropolitan region.
机译:我们使用三维(3D)不连续有限差分方法在台北盆地内进行全弹性波场模拟。 3D台北盆地模型是根据地震反射研究确定的。该模型构成了两个主要的地下,即松山地层(表层土壤层)和盆地基底。本研究开发了一种基于并行的复合网格技术,该网格包含斜角网格和不连续网格,以解决松山组薄深度和低速度可能存在的数值问题。利用复合网格,地下结构的分辨率可以达到20 m,并且可以实现更高频率(高达3 Hz)的合成波形。在强烈的地面运动模拟中,我们假设每个地下物体的速度都是恒定的。研究中考虑了三种不同类型的模型:具有基底结构模型的松山组,盆地基底模型和分层半空间模型。结果表明,只有具有松山组和基底结构的模型才能产生明显的盆地放大作用。首先,在一次S波之后产生的表面波被捕获在盆地的浅部。然后,当波传播通过盆地的最深部分时,大部分能量从边界反射并聚焦回到盆地中。另外,部分地震波前转向并跟随浅盆地边缘,导致进一步放大。我们的研究表明,复杂的台北盆地几何结构和相当低的松山地层速度主导着放大和波传播行为,从而导致台北大都市地区出现异常强烈的震荡模式。

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