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首页> 外文期刊>Bulletin of the Seismological Society of America >Ground-Motion Simulations of 1811-1812 New Madrid Earthquakes, Central United States
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Ground-Motion Simulations of 1811-1812 New Madrid Earthquakes, Central United States

机译:美国中部1811年至1812年新马德里地震的地面运动模拟

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We performed a suite of numerical simulations based on the 1811-1812 New Madrid seismic zone (NMSZ) earthquakes, which demonstrate the importance of 3D geologic structure and rupture directivity on the ground-motion response throughout a broad region of the central United States (CUS) for these events. Our simulation set consists of 20 hypothetical earthquakes located along two faults associated with the current seismicity trends in the NMSZ. The hypothetical scenarios range in magnitude from M 7.0 to 7.7 and consider various epicenters, slip distributions, and rupture characterization approaches. The low-frequency component of our simulations was computed deterministically up to a frequency of 1 Hz using a regional 3D seismic velocity model and was combined with higher-frequency motions calculated for a 1D medium to generate broadband synthetics (0-40 Hz in some cases). For strike-slip earthquakes located on the southwest-northeast-striking NMSZ axial arm of seismicity, our simulations show 2-10 s period energy channeling along the trend of the Reelfoot rift and focusing strong shaking northeast toward Paducah, Kentucky, and Evansville, Indiana, and southwest toward Little Rock, Arkansas. These waveguide effects are further accentuated by rupture directivity such that an event with a western epicenter creates strong amplification toward the northeast, whereas an eastern epicenter creates strong amplification toward the southwest. These effects are not as prevalent for simulations on the reverse-mechanism Reelfoot fault, and large peak ground velocities (> 40 cm/s) are typically confined to the near-source region along the up-dip projection of the fault. Nonetheless, these basin response and rupture directivity effects have a significant impact on the pattern and level of the estimated intensities, which leads to additional uncertainty not previously considered in magnitude estimates of the 1811-1812 sequence based only on historical reports.
机译:我们基于1811年至1812年新马德里地震带(NMSZ)地震进行了一系列数值模拟,证明了3D地质结构和破裂指向性在整个美国中部广大地区(CUS)上的地震动响应的重要性)针对这些事件。我们的模拟集由沿着与NMSZ当前地震活动趋势相关的两个断层定位的20个假设地震组成。假设情景的范围从M 7.0到7.7,并考虑了各种震中,滑动分布和破裂特征方法。我们使用区域3D地震速度模型确定性地计算了高达1 Hz频率的模拟低频分量,并将其与针对1D介质计算的高频运动相结合以生成宽带合成信号(某些情况下为0-40 Hz )。对于位于地震活动西南偏北NMSZ轴向臂上的走滑地震,我们的模拟显示,沿Reelfoot裂谷的趋势窜动了2-10 s的周期能量,并向东北方向强烈震动向肯塔基州的Paducah和印第安纳州的Evansville ,向西南方向,朝阿肯色州的小石城(Little Rock)方向行驶。破裂方向性进一步加剧了这些波导效应,使得具有西部震中的事件向东北方向产生了较大的放大,而东部震中的事件向西南方向产生了较大的放大。这些影响在反向机制Reelfoot断层的模拟中并不普遍,并且大的峰值地面速度(> 40 cm / s)通常沿断层的上倾投影局限于近源区。尽管如此,这些盆地响应和破裂指向性效应对估计强度的模式和水平有重大影响,这导致了额外的不确定性,以前仅根据历史报告在1811-1812序列的强度估计中并未考虑这些不确定性。

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