Finite Element Models of Elastic Earthquake Deformation

S. Tung, T. Masterlark, Daniel Lo
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引用次数: 4

Abstract

The Earth’s surface deforms in response to earthquake fault dislocations at depth. Deformation models are constructed to interpret the corresponding ground movements recorded by geodetic data such GPS and InSAR, and ultimately characterize the seismic ruptures. Conventional analytical and latest numerical solutions serve similar purpose but with different technical constraints. The former cannot simulate the heterogeneous rock properties and structural complexity, while the latter directly tackles these challenges but requires more computational resources. As demonstrated in the 2015 M7.8 Gorkha, Nepal earthquake and the 2016 M6.2 Amatrice, Italy earthquake, we develop state-of-art finite element models (FEMs) to efficiently accommodate both the material and tectonic complexity of a seismic deformational system in a seamless model environment. The FEM predictions are significantly more accurate than the analytical models embedded in a homogeneous half-space at the 95% confidence level. The primary goal of this chapter is describe a systematic approach to design, construct, execute and calibrate FEMs of elastic earthquake deformation. As constrained by coseismic displacements, FEM-based inverse analyses are employed to resolve linear and nonlinear fault-slip parameters. With such numerical techniques and modeling framework, researchers can explicitly investigate the spatial distribution of seismic fault slip and probe other in-depth rheological processes.
弹性地震变形的有限元模型
地球表面的变形是对地震断层深度错位的反应。构造变形模型来解释GPS和InSAR等大地测量数据记录的相应地面运动,并最终表征地震破裂。传统的解析解和最新的数值解具有相似的目的,但具有不同的技术限制。前者无法模拟非均质岩石的性质和结构复杂性,而后者直接解决了这些挑战,但需要更多的计算资源。正如2015年尼泊尔廓尔喀7.8级地震和2016年意大利阿马特里切6.2级地震所证明的那样,我们开发了最先进的有限元模型(fem),以便在无缝模型环境中有效地适应地震变形系统的材料和构造复杂性。在95%的置信水平上,FEM预测比嵌入均匀半空间的分析模型要准确得多。本章的主要目的是描述一种系统的方法来设计、构建、执行和校准弹性地震变形有限元。在同震位移约束下,采用基于有限元的逆分析方法求解线性和非线性断层滑动参数。利用这样的数值技术和建模框架,研究人员可以明确地研究地震断层滑动的空间分布,并探索其他深入的流变过程。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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