Implicit Nonlinear Wave Simulation With 1.08t Dof And 0.270t Unstructured Finite Elements To Enhance Comprehensive Earthquake Simulation

Tsuyoshi Ichimura,Kohei Fujita,Pher Errol Balde Quinay, Lalith Maddegedara,Muneo Hori,Seizo Tanaka, Yoshihisa Shizawa, Hiroshi Kobayashi,Kazuo Minami

SC(2015)

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摘要
This paper presents a new heroic computing method for unstructured, low-order, finite-element, implicit nonlinear wave simulation: 1.97 PFLOPS (18.6% of peak) was attained on the full K computer when solving a 1.08T degrees-of-freedom (DOF) and 0.270T-element problem. This is 40.1 times more DOF and elements, a 2.68-fold improvement in peak performance, and 3.67 times faster in time-to-solution compared to the SC14 Gordon Bell finalist's state-of-the-art simulation. The method scales up to the full K computer with 663,552 CPU cores with 96.6% sizeup efficiency, enabling solving of a 1.08T DOF problem in 29.7 s per time step. Using such heroic computing, we solved a practical problem involving an area 23.7 times larger than the state-of-the-art, and conducted a comprehensive earthquake simulation by combining earthquake wave propagation analysis and evacuation analysis. Application at such scale is a groundbreaking accomplishment and is expected to change the quality of earthquake disaster estimation and contribute to society.
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关键词
Time-to-solution,Scalability,Peak performance
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