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Statistical properties of the one-dimensional Burridge-Knopoff model of earthquakes obeying the rate- and state-dependent friction law

机译:遵守速率与国家依赖摩擦法的地震二维乌鲁德曲线模型的统计特性

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摘要

Statistical properties of the one-dimensional spring-block (Burridge-Knopoff) model of earthquakes obeying the rate- and state-dependent friction law are studied by extensive computer simulations. The quantities computed include the magnitude distribution, the rupture-length distribution, the main shock recurrence-time distribution, the seismic-time correlations before and after the main shock, the mean slip amount, and the mean stress drop at the main shock, etc. Events of the model can be classified into two distinct categories. One tends to be unilateral with its epicenter located at the rim of the rupture zone of the preceding event, while the other tends to be bilateral with enhanced “characteristic” features resembling the so-called “asperity.” For both types of events, the distribution of the rupture length L_r exhibits an exponential behavior at larger sizes, ≈exp[?L_r/L_0] with a characteristic “seismic correlation length” L_0. The mean slip as well as the mean stress drop tends to be rupture-length independent for larger events. The continuum limit of the model is examined, where the model is found to exhibit pronounced characteristic features. In the continuum limit, the characteristic rupture length L_0 is estimated to be ~100 [km]. This means that, even in a hypothetical homogenous infinite fault, events cannot be indefinitely large in the exponential sense, the upper limit being of order ~103 kilometers. Implications to real seismicity are discussed.
机译:通过广泛的计算机模拟研究了遵守速率和状态摩擦律法的地震二维弹簧块(Buridge-Knopoff)模型的统计特性。计算的数量包括幅度分布,破裂长度分布,主休克复发时间分布,主休克前后的地震时间相关性,平均滑动量和主要休克的平均应力下降等。模型的事件可以分为两个不同的类别。其中一个位于前面事件的破裂区的缘的震中倾向于单方面,而另一个倾向于是双边具有增强的“特征”特征,类似于所谓的“粗糙”。对于这两种类型的事件,破裂长度L_R的分布在较大尺寸下表现出具有特征“地震相关长度”L_0的较大尺寸的指数行为。平均滑动以及平均应力下降趋于破裂 - 长度与较大事件无关。检查模型的连续限制,发现模型展示明显的特征特征。在连续局部限制中,估计特征破裂长度L_0为〜100 [km]。这意味着,即使在假设的均匀无限故障中,事件也不能在指数意义上无限大,上限为103公里。讨论了对真实地震性的影响。

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