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3D Rupture Dynamics Code Validation Workshop

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New!. 3D Rupture Dynamics Code Validation Workshop. Ruth Harris and Ralph Archuleta. Sept. 11, 2005 SCEC Workshop. 8:30-8:55 Workshop Introduction (Ruth Harris/Ralph Archuleta) 9:00-9:20 Comparison of Two Spontaneous Rupture Methods

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3D Rupture Dynamics Code Validation Workshop
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  1. New! 3D Rupture Dynamics Code Validation Workshop Ruth Harris and Ralph Archuleta Sept. 11, 2005 SCEC Workshop

  2. 8:30-8:55 Workshop Introduction (Ruth Harris/Ralph Archuleta) 9:00-9:20 Comparison of Two Spontaneous Rupture Methods (Steve Day /Luis Dalguer /Nadia Lapusta /Yi Liu) 9:25-9:45 EQdyna: An explicit dynamic finite element code for modeling spontaneous rupture on a geometrically complex fault (Benchun Duan) 9:50-10:10 Break 10:10-11:30The Problem Versions 4+5 Comparisons/Discussion (Ruth/Ralph/All) 11:30-12:30 Lunch 12:30-12:50A New SCEC IT Visualization Tool (Kim Olsen) 12:55-1:15The Reference Earthquakes Digital Library Rupture Model Format (Brad Aagaard) 1:20-2:00General Discussion and Future Plans (All) Sept. 11, 2005 SCEC Workshop

  3. Overall Goal: Compare the 3D methods currently being used by SCEC scientists to simulate (spontaneous) rupture dynamics Some Specific Objectives: *Understand if our methods are producing the same results when using the same assumptions about friction, crustal structure, fault geometry, etc. *Learn which methods are best suited for which type of problem, for example, dipping faults, complex friction formulations, heterogeneous materials. *Learn which methods might be best suited for coupling to simulations of longer times and larger regions. Sept. 11, 2005 SCEC Workshop

  4. This Workshop: • Learn about an in-depth code comparison • Learn about a new finite element code • Compare results of The Problem, Versions 4 and 5 • Learn about new IT ways to view our comparisons • Learn how our formats relate to the Ref. EQ database • Plan our next steps Sept. 11, 2005 SCEC Workshop

  5. The Problem, Version 4(July-September 2005) Higher Stress and Lower Stress Patches on a Vertical Fault in a Fullspace Sept. 11, 2005 SCEC Workshop

  6. The Problem, Version 5(July-September 2005) Higher Stress and Lower Stress Patches on a Vertical Fault in a Halfspace Sept. 11, 2005 SCEC Workshop

  7. Rupture Dynamics Code Validation Source Physics for The Problem, Version 4 Sept. 11, 2005 SCEC Workshop

  8. Rupture Dynamics Code Validation Source Physics for The Problem, Version 5 Sept. 11, 2005 SCEC Workshop

  9. Rupture Dynamics Code Validation Station Locations for The Problem, Version 4 Sept. 11, 2005 SCEC Workshop

  10. Rupture Dynamics Code Validation Station Locations for The Problem, Version 5 Sept. 11, 2005 SCEC Workshop

  11. Rupture Modelers and Codes Sept. 11, 2005 SCEC Workshop

  12. Comparison of Two Spontaneous Rupture Methods * Steve Day, Luis Dalguer, Nadia Lapusta, Yi Liu Sept. 11, 2005 SCEC Workshop

  13. EQdyna: An Explicit Dynamic Finite Element Code For Modeling Spontaneous Rupture On a Geometrically Complex Fault *Benchun Duan Sept. 11, 2005 SCEC Workshop

  14. Morning Break Sept. 11, 2005 SCEC Workshop

  15. 8:30-8:55 Workshop Introduction (Ruth Harris/Ralph Archuleta) 9:00-9:20 Comparison of Two Spontaneous Rupture Methods (Steve Day /Luis Dalguer /Nadia Lapusta /Yi Liu) 9:25-9:45 EQdyna: An explicit dynamic finite element code for modeling spontaneous rupture on a geometrically complex fault (Benchun Duan) 9:50-10:10 Break 10:10-11:30The Problem Versions 4+5 Comparisons/Discussion (Ruth/Ralph/All) 11:30-12:30 Lunch 12:30-12:50A New SCEC IT Visualization Tool (Kim Olsen) 12:55-1:15The Reference Earthquakes Digital Library Rupture Model Format (Brad Aagaard) 1:20-2:00General Discussion and Future Plans (All) Sept. 11, 2005 SCEC Workshop

  16. Comparisons Sept. 11, 2005 SCEC Workshop

  17. Rupture Modelers and Codes Sept. 11, 2005 SCEC Workshop

  18. The Problem, Version 4 Comparisons Sept. 11, 2005 SCEC Workshop

  19. The Problem, Version 5 Comparisons Sept. 11, 2005 SCEC Workshop

  20. Rupture Front Times Sept. 11, 2005 SCEC Workshop

  21. The Problem, Version 4 Sept. 11, 2005 SCEC Workshop

  22. 300 m vs. 300 m node spacing/element size Sept. 11, 2005 SCEC Workshop

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  34. 100 m (150m) vs. 100 m node spacing/element size Sept. 11, 2005 SCEC Workshop

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  45. The Problem, Version 5 Sept. 11, 2005 SCEC Workshop

  46. 300 m vs. 300 m node spacing/element size Sept. 11, 2005 SCEC Workshop

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