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A method for dynamic earthquake rupt...

University of California, San Diego., Earth Sciences.

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A method for dynamic earthquake rupture simulation with applications to a large southern San Andreas scenario.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	A method for dynamic earthquake rupture simulation with applications to a large southern San Andreas scenario./
作者:	Ely, Geoffrey Palarz.
面頁冊數:	157 p.
附註:	Adviser: Jean-Bernard H. Minster.
Contained By:	Dissertation Abstracts International69-03B.
標題:	Geophysics. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3303629
ISBN:	9780549502302

A method for dynamic earthquake rupture simulation with applications to a large southern San Andreas scenario.
Ely, Geoffrey Palarz.

A method for dynamic earthquake rupture simulation with applications to a large southern San Andreas scenario. - 157 p.

Adviser: Jean-Bernard H. Minster.

Thesis (Ph.D.)--University of California, San Diego, 2008.

Given the scarcity of near-source recordings for large earthquakes, numerical simulations play an important roll in the prediction of possible ground motion from future events. Simulations also give insight to physical processes of fault rupture that are difficult or impossible to empirically measure. In this dissertation I develop a numerical method to simulate spontaneous shear crack propagation within a heterogeneous, three-dimensional, viscoelastic medium. The implementation is highly scalable, enabling large scale, multi-processor calculations. Wave motions are computed on a logically rectangular hexahedral mesh, using the generalized finite difference method of Support Operators. This approach enables the modeling on nonplanar boundaries, as well as nonplanar ruptures. Computations are second-order in space and time. Stiffness and viscous hourglass corrections are employed to suppress zero-energy grid oscillation modes. Model boundaries may be reflective or absorbing, where absorbing boundaries are handled using the method of perfectly matched layers (PML). Three well known test problems are used to verify various aspects of the numerical method: wave propagation in a layered medium; surface amplification due to a semi-cylindrical canyon; and spontaneous rupture of a rectangular fault. Tests are repeated with varying amounts of simple shear deformation of the mesh. Sufficient accuracy is preserved under high-angle mesh shearing to permit modeling of thrust-earthquake geometries. The method is used to simulate a large (Mw7.6) earthquake scenarios along the southern San Andreas fault, using a piecewise planar fault representation and true topography of the ground surface. The crustal velocity structure is taken from the Southern California Earthquake Center Community Velocity Model (SCEC-CVM), which is currently the most complete three-dimensional model available for the region. Heterogeneous initial traction conditions are derived from an inversion of the M7.3 1992 Landers strong ground motion records. Heterogeneity in the traction model leads to focusing of the rupture front, in many cases producing super-shear rupture velocity in areas of high initial traction (asperities). Focusing sometimes occurs between the asperities, with the notable result that highest peak slip rates occur in areas of low initial traction. The overall distribution of simulated peak ground velocities is consistent with those derived from the current empirical models, with some important deviations associated with basin wave-guide and directivity effects.

ISBN: 9780549502302Subjects--Topical Terms:

535228
Geophysics.

A method for dynamic earthquake rupture simulation with applications to a large southern San Andreas scenario.
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520 $a Given the scarcity of near-source recordings for large earthquakes, numerical simulations play an important roll in the prediction of possible ground motion from future events. Simulations also give insight to physical processes of fault rupture that are difficult or impossible to empirically measure. In this dissertation I develop a numerical method to simulate spontaneous shear crack propagation within a heterogeneous, three-dimensional, viscoelastic medium. The implementation is highly scalable, enabling large scale, multi-processor calculations. Wave motions are computed on a logically rectangular hexahedral mesh, using the generalized finite difference method of Support Operators. This approach enables the modeling on nonplanar boundaries, as well as nonplanar ruptures. Computations are second-order in space and time. Stiffness and viscous hourglass corrections are employed to suppress zero-energy grid oscillation modes. Model boundaries may be reflective or absorbing, where absorbing boundaries are handled using the method of perfectly matched layers (PML). Three well known test problems are used to verify various aspects of the numerical method: wave propagation in a layered medium; surface amplification due to a semi-cylindrical canyon; and spontaneous rupture of a rectangular fault. Tests are repeated with varying amounts of simple shear deformation of the mesh. Sufficient accuracy is preserved under high-angle mesh shearing to permit modeling of thrust-earthquake geometries. The method is used to simulate a large (Mw7.6) earthquake scenarios along the southern San Andreas fault, using a piecewise planar fault representation and true topography of the ground surface. The crustal velocity structure is taken from the Southern California Earthquake Center Community Velocity Model (SCEC-CVM), which is currently the most complete three-dimensional model available for the region. Heterogeneous initial traction conditions are derived from an inversion of the M7.3 1992 Landers strong ground motion records. Heterogeneity in the traction model leads to focusing of the rupture front, in many cases producing super-shear rupture velocity in areas of high initial traction (asperities). Focusing sometimes occurs between the asperities, with the notable result that highest peak slip rates occur in areas of low initial traction. The overall distribution of simulated peak ground velocities is consistent with those derived from the current empirical models, with some important deviations associated with basin wave-guide and directivity effects.
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