JpGU-AGU Joint Meeting 2020

Presentation information

[E] Oral

S (Solid Earth Sciences ) » S-TT Technology & Techniques

[S-TT54] Creating future of solid Earth science with high performance computing (HPC)

convener:Takane Hori(R&D Center for Earthquake and Tsunami, Japan Agency for Marine-Earth Science and Technology), Yuji Yagi(Graduate School of Life and Environmental Sciences, University of Tsukuba, Tsukuba), Katsuhiko Shiomi(National Research Institute for Earth Science and Disaster Resilience)

[STT54-02] Development and application of large scale numerical simulations for earthquake generation, ground motion and non-linear soil amplification

*Takane Hori1, Tsuyoshi Ichimura2, Kohei Fujita2, Ryoichiro Agata1 (1.Research Institute for Marine Geodynamics, Japan Agency for Marine-Earth Science and Technology, 2.Earthquake Research Institute, The University of Tokyo)

Keywords:FEM, earthquake, Large scale simulation

As one of the Post-K priority issue projects, named “Development of Integrated Simulation Systems for Hazards and Disasters Caused by Earthquakes and Tsunamis”, we have developed the codes of large scale numerical simulations for earthquake generation, ground motion and non-linear soil amplification based on the HPC technology for non-linear finite element simulation (Ichimura et al., 2015; Fujita et al., 2016; Ichimura et al., 2018). It is possible to calculate static deformation and elastic wave propagation for 1012 degree-of-freedom FEM model. These codes are preparing to run on the “Fugaku” supercomputer. Furthermore, based on the developed technology, we are planning to construct high-fidelity FEM applications which government and companies will use for crustal deformation calculations, long-period ground motions, and non-linear soil amplification due to great earthquakes such as in Nankai trough, Sagami trough, etc. We are also planning to calculate large-scale viscoelastic crustal deformation and elastic wave propagation for the realistic Earth structure. These results will be used for reference of static and dynamic Green’s functions using three-dimensional heterogeneous underground structure.