2006
DOI: 10.1111/j.1365-246x.2006.02947.x
|View full text |Cite
|
Sign up to set email alerts
|

Teleseismic surface wave study forS-wave velocity structure under an array: Southern California

Abstract: S U M M A R YTeleseismic surface wave data from the dense seismographic network in Southern California (CISN, California Integrated Seismic Network) are used to construct S-wave velocity maps for the region. Surface wave phase velocity measurements are achieved by way of a waveformmatching spectral-domain technique that was developed for use within the CISN array. A two-station phase velocity measurement technique was developed, which takes advantage of the fact that, for surface wave arrivals from any azimuth… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

1
38
0

Year Published

2009
2009
2015
2015

Publication Types

Select...
5
2

Relationship

0
7

Authors

Journals

citations
Cited by 40 publications
(39 citation statements)
references
References 28 publications
1
38
0
Order By: Relevance
“…The crustal structure in CVM-H was improved through 16 iterations of full-3D tomography based on the adjoint-wavefield method (AW-F3DT; Tape et al, 2009Tape et al, , 2010. The latest official release was in November 2011 (CVM-H11.9), which includes a geotechnical layer constrained by the near-surface (V S30 ) shear velocities (Ely et al, 2010), a variable-depth Moho (Yan and Clayton, 2007), and an upper-mantle velocity model determined from finite-frequency teleseismic surface-wave tomography (Prindle and Tanimoto, 2006). CVM-S4.26 is the 26th iterate of a full 3D tomographic (F3DT) inversion procedure (Lee et al, 2013).…”
Section: Scec Community Velocity Modelsmentioning
confidence: 99%
“…The crustal structure in CVM-H was improved through 16 iterations of full-3D tomography based on the adjoint-wavefield method (AW-F3DT; Tape et al, 2009Tape et al, , 2010. The latest official release was in November 2011 (CVM-H11.9), which includes a geotechnical layer constrained by the near-surface (V S30 ) shear velocities (Ely et al, 2010), a variable-depth Moho (Yan and Clayton, 2007), and an upper-mantle velocity model determined from finite-frequency teleseismic surface-wave tomography (Prindle and Tanimoto, 2006). CVM-S4.26 is the 26th iterate of a full 3D tomographic (F3DT) inversion procedure (Lee et al, 2013).…”
Section: Scec Community Velocity Modelsmentioning
confidence: 99%
“…The source-receiver paths for earthquake and ambient-noise recordings are highly complementary, together providing a dense and fairly even coverage throughout the entire modeling domain (Figure 1). [2007], and an upper mantle structure from finite-frequency teleseismic surface-wave tomography [Prindle and Tanimoto, 2006]. Notably, CVM-H11.9.1 incorporated the crustal structure obtained by Tape et al [2009Tape et al [ , 2010 from 16 AW-F3DT iterations of low-frequency earthquake waveform data.…”
Section: Introductionmentioning
confidence: 99%
“…This model is based on current research, and incorporates tens of thousands of direct velocity measurements that describe the Los Angeles basin and other structures in southern California (Süss and Shaw, 2003;Plesch et al, 2011). The model includes background crustal tomography (Hauksson, 2000;Lin et al, 2007) enhanced using 3D adjoint waveform methods (Tape et al, 2009), the Moho surface (Plesch et al, 2011), and a teleseismic upper mantle wave speed description (Prindle and Tanimoto 2006). Earlier versions of this wave speed model have been used to reliably model the basin response accurately down to a shortest period of approximately 2 s Liu et al, 2004).…”
Section: Ground-motion Simulationmentioning
confidence: 99%
“…Seismologists have created 3D Earth models (Magistrale et al, 1996;Magistrale et al, 2000;Kohler et al, 2003;Süss and Shaw, 2003;Prindle and Tanimoto, 2006;Tape et al, 2009;Ely et al, 2010;Tape et al, 2010;Plesch et al, 2011) of seismic-wave speeds and density, and thanks to the advent of parallel computing now have the ability to study 3D global and regional seismic-wave propagation using approaches based, for instance, on the finite-element and the finite-difference methods (e.g., Heaton et al, 1995;Olsen et al, 1995;Bao et al, 1998;Graves 1998;Akçelik et al, 2003;Komatitsch et al, 2004;Liu et al, 2004;Komatitsch et al, 2010;Komatitsch, 2011;and similar references). Our approach to numerically propagating seismic waves is based on the spectral-element method (Komatitsch and Tromp 1999;Tromp et al, 2008) and accounts for 3D variations of seismic-wave speeds and density, topography and bathymetry, and attenuation.…”
Section: Ground-motion Simulationmentioning
confidence: 99%