Boundary Integral Equation Method for the Analysis of Two-Dimensional Static and Dynamic Rupture
摘要
In the analysis of crackNon-planar fault (crack) problems, exact solutions can only be derived for simple cases due to inherent mathematical difficulties. To effectively model realistic earthquake ruptures, we must rely on numerical methods. This chapter introduces the boundary integral equationBoundary integral equation method (BIEM)Boundary Integral Equation Method (BIEM), an approachDynamic modeling (approach) extensively employed in earthquake rupture modeling, particularly suitable for the non-planar geometries of faults.