Stochastic Modeling of California Ground Motions

By G. Atkinson, W. Silva. 2000

479 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Geophysics

View Paper: https://www.semanticscholar.org/paper/738377d1c352d36e9bebb3c4ce7c2b7a3b6d1b06

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Citations in the corpus

The Uses and Limitations of the Square‐Root‐Impedance Method for Computing Site Amplification (2013, unknown): “The model and the amplifications derived from the model have been widely used, both by themselves (e.g., Atkinson and Silva, 2000; Campbell, 2003; Malagnini et al., 2007; Ameri et al., 2011; Graves and Aagaard, 2011; Ugurhan et al., 2012) or as the basis for generating a suite of velocity models…”
Revisions to Some Parameters Used in Stochastic‐Method Simulations of Ground Motion (2015, unknown): “The determination of the stress parameter equivalent to the Atkinson and Silva (2000) source model is given in What_SCF_stress_param_is_consistent_with_the_AS00_source_model.pdf, available from http://www.daveboore.com/daves_notes.html (last accessed January 2015).”
Simulation of Ground Motion Using the Stochastic Method (2003, methodology): “…speaking The references to the models are as follows: BC92 = BOATWRIGHT and CHOY (1992); AB95 = ATKINSON and BOORE (1995); Fea96 = FRANKEL et al. (1996); H96 = HADDON (1996); J97 = JOYNER (1997), as modified in a written communication to D. Boore; AS00 = ATKINSON and SILVA (2000) for California.”
A Generalization of the Double-Corner-Frequency Source Spectral Model and Its Use in the SCEC BBP Validation Exercise (2014, methodology): “In addition, as magnitude increases, fb generally increases much more rapidly than fa, and as a result the duration is primarily controlled by the term 0:5=fa, which is the equation used by Atkinson and Boore (1995) and Atkinson and Silva (2000).”
Analyzing the Sufficiency of Alternative Scalar and Vector Intensity Measures of Ground Shaking Based on Information Theory (2012, methodology): “The stochastic ground motion model proposed by Atkinson and Silva (2000) is used to obtain the PDF pð€xgjM; rÞ for the ground motion time history given M and r.”
Dimensionless fragility curves for rocking response to near‐fault excitations (2015, methodology): “The particular parameters used herein are taken from the Atkinson and Silva [39] study.”
The Estimation of Minimum-Misfit Stochastic Models from Empirical Ground-Motion Prediction Equations (2006, methodology): “…(Boore, 1983; Boore and Atkinson, 1987; Ou and Herrmann, 1990; Boore et al., 1992; Margaris and Boore, 1998; Malagnini et al., 1999; Raoof et al., 1999; Atkinson and Silva, 2000; Malagnini et al., 2000; Bay et al., 2003), model parameter uncertainties in these models are almost never quantified.”
Stochastic model for simulation of near‐fault ground motions (2017, background): “, [17, 19, 21]), they only require knowledge of the earthquake source and site characteristics.”