不同质性对地震断层事件的影响
S Tahir1, M Loulidi1, A Rachadi1
1Laboratory of Condensed Matter and Interdisciplinary Sciences, Unite de Recherche Labelliseìe CNRST, URL-CNRST-17, Faculty of Sciences, <a href="https://ror.org/00r8w8f84">Mohammed V University</a> of Rabat, Rabat 1014, Morocco.
Physical review. E
|October 19, 2024
概括
这项研究使用不均的Burridge-Knopoff模型对地震进行建模,揭示了复杂的断层表面自然产生古登堡-里希特地震分布,而不需要额外的机制.
科学领域:
- 地质物理学 地质物理学
- 计算物理 计算物理
- 地震学 地震学
背景情况:
- 地震断层表面表现出复杂的,不均的结构.
- 以前的地震模型往往简化了断层表面的特性.
- 了解地震动态需要结合现实的断层异质性.
研究的目的:
- 分析一个不均的Burridge-Knopoff模型的动态行为.
- 调查断层表面的复杂性如何影响地震统计数据.
- 为了确定现实的断层结构是否会自然产生观察到的地震规律.
主要方法:
- 开发了一种不均的Burridge-Knopoff模型,其中包括依赖于局部接触结构的棒滑摩擦.
- 从原始模型中保持完整的牛顿动力学和惯性效应.
- 进行了数值模拟来分析集群大小和时刻分布.
主要成果:
- 该模型的数值结果与古登堡-里希特定律对地震事件分布保持一致.
- 得到的权力定律大小分布指数在没有参数微调的情况下处于现实范围之内.
- 局部和非局部的地震事件都表现出强度定律的大小分布,与同质模型不同.
结论:
- 在Burridge-Knopoff模型中,不均的断层表面自然地解释了古登堡-里希特地震缩放.
- 该模型复制了现实的地震大小分布,没有人工放松机制.
- 这些发现表明,断层复杂性是地震动态和缩放规律的关键因素.
相关概念视频
Test for Homogeneity
1.9K
The goodness–of–fit test can be used to decide whether a population fits a given distribution, but it will not suffice to decide whether two populations follow the same unknown distribution. A different test, called the test for homogeneity, can be used to conclude whether two populations have the same distribution. To calculate the test statistic for a test for homogeneity, follow the same procedure as with the test of independence. The hypotheses for the test for homogeneity can...
1.9K
Fault Types
76
When analyzing a single line-to-ground fault from phase A to ground at a three-phase bus, it is important to consider the fault impedance. This impedance is zero for a bolted fault, equal to the arc impedance for an arcing fault, and represents the total fault impedance for a transmission-line insulator flashover. To derive sequence and phase currents, fault conditions are translated from the phase domain to the sequence domain.
For line-to-line faults occurring between phases B and C, the...
For line-to-line faults occurring between phases B and C, the...
76
Random Error
840
Random or indeterminate errors originate from various uncontrollable variables, such as variations in environmental conditions, instrument imperfections, or the inherent variability of the phenomena being measured. Usually, these errors cannot be predicted, estimated, or characterized because their direction and magnitude often vary in magnitude and direction even during consecutive measurements. As a result, they are difficult to eliminate. However, the aggregate effect of these errors can be...
840
One-Way ANOVA: Equal Sample Sizes
3.2K
One-Way ANOVA can be performed on three or more samples with equal or unequal sample sizes. When one-way ANOVA is performed on two datasets with samples of equal sizes, it can be easily observed that the computed F statistic is highly sensitive to the sample mean.
Different sample means can result in different values for the variance estimate: variance between samples. This is because the variance between samples is calculated as the product of the sample size and the variance between the...
Different sample means can result in different values for the variance estimate: variance between samples. This is because the variance between samples is calculated as the product of the sample size and the variance between the...
3.2K
Types of Impact
499
Impacts can be classified in various forms, primarily under two subgroups: central impact and oblique impact. A central impact occurs when two objects collide head-on, possessing opposite velocities aligned along the line of impact. Conversely, an oblique impact occurs when two objects collide at an angle, resulting in a modification of both direction and velocity.
The coefficient of restitution is a metric for understanding the dynamics of impacts. It quantifies the ratio of relative velocity...
The coefficient of restitution is a metric for understanding the dynamics of impacts. It quantifies the ratio of relative velocity...
499
Microcracking in Concrete
104
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
104


