Goodness of Fit - Revision history

Maechlin: /* Mayhew and Olsen */

2011-10-07T23:47:18Z

Mayhew and Olsen

2011-10-07T23:46:53Z

2011-08-03T05:25:01Z

2011-05-17T20:57:48Z

2011-05-17T20:38:33Z

2011-04-21T21:12:30Z

2011-04-21T11:14:49Z

2011-04-01T19:25:33Z

Mayhew and Olsen

2011-04-01T19:22:25Z

Mayhew and Olsen

2011-04-01T19:22:07Z

Mayhew and Olsen

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 *Olsen, K.B., and J.E. Mayhew (2010). Goodness-of-fit Criteria for Broadband Synthetic Seismograms, With Application to the 2008 Mw5.4 Chino Hills, CA, Earthquake,  Seism. Res. Lett., revised.
 * [http://www-rohan.sdsu.edu/~kbolsen/PUBL_dir/JOUR.html Kim Olsen's Site for Paper Download]
-*[http://hypocenter.usc.edu/research/CME_Meetings/Olsen_ssa11_gof.ppt Goodness of Fit Summary] (65Mb) - Kim Olsen
+*[http://hypocenter.usc.edu/research/CME_Meetings/Olsen_ssa11_gof.ppt Goodness of Fit SSA 2011] (65Mb) - Kim Olsen
 The algorithm computes:

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 *Olsen, K.B., and J.E. Mayhew (2010). Goodness-of-fit Criteria for Broadband Synthetic Seismograms, With Application to the 2008 Mw5.4 Chino Hills, CA, Earthquake,  Seism. Res. Lett., revised.
 * [http://www-rohan.sdsu.edu/~kbolsen/PUBL_dir/JOUR.html Kim Olsen's Site for Paper Download]
 The algorithm computes:

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 BBP platform will generate map plots for each of the GoF metrics that are selected. The sparse GoF metric data for the stations in simulation station list is smoothed out by interpolating over the region defined by the smallest-perimeter polygon enclosing all the stations in the simulation station list.
-== CVM-T ==
+== SCEC CVM Developments ==
 SCEC CVM development involves improving the underlying earth structure model, adding new material databases like geotechnical layer information, and codes for meshing and populating large scale meshes.
-*[[CVM Toolkit]]
+*[[UCVM]]
 *[[CVM Evaluation]]

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 [[File:Gof-seis-match.png|256px|thumb|right|Matched Seismogram Comparison]]
 [[File:Nr_PGA_map.png|256px|thumb|right|Northridge MO-GoF PGA Map Plot]]
 ===URS GoF===
 [[Broadband Platform]] v11.2 has integrated a bias calculation comparing forecast peak ground motion amplitudes against observed peak amplitudes. These bias plots are calculated for validation events for different code bases.

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 |-
 | PGA
-| Avialable
+| Available
 |-
 | PGV

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 |-
 | Cumulative Energy
-| Disabled
+| Pending
 |-
 | Energy Duration
-| Disabled
+| Pending
 |-
 | Cross Correlation
-| Disabled
+| Pending
 |-
 | Overall Site Fit

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 == Broadband Platform ==
-[[Broadband Platform]] has integrated a bias calculation comparing forecast peak ground motion amplitudes against observed peak amplitudes. These bias plots are calculated for validation events for different code bases.
+===SDSU GoF===
 == CVM-T ==

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 #PGA, PGV, and PGD
 #The response spectral acceleration averaged for periods between 0.1 and 10 s (RS)
 #Spectral acceleration at 16 individual periods used by recent NGA relations (SA16)
 #Energy duration (DUR)
 #Cumulative energy (ENER)

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 The algorithm computes:
-#PGA, PGV, and PGD;
+#PGA, PGV, and PGD
 #The response spectral acceleration averaged for periods between 0.1 and 10 s (RS)
 #Spectral acceleration at 16 individual periods used by recent NGA relations (SA16)
-#Fourier spectrum (smoothed to reduce variance; FS, Equation S6),
+#Fourier spectrum (smoothed to reduce variance; FS, Equation S6)
-#Energy duration (DUR);
+#Energy duration (DUR)
-#Cumulative energy (ENER);
+#Cumulative energy (ENER)
-#Cross-correlation (Xcor).
+#Cross-correlation (Xcor)
-#IE ratio is the ratio between the maximum inelastic and elastic displacements plotted against the strength reduction factor R.
+#IE ratio is the ratio between the maximum inelastic and elastic displacements plotted against the strength reduction factor R
 == Broadband Platform ==