Difference between revisions of "Broadband Hanging Wall Simulation"
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{| class="wikitable" border="1" cellpadding="5" | {| class="wikitable" border="1" cellpadding="5" | ||
|- | |- | ||
− | | Scenarios | + | | Rupture Scenarios |
+ | | 4 | ||
+ | |- | ||
+ | | Variations Per Rupture | ||
+ | | 10 | ||
+ | |- | ||
+ | | Total input Ruptures | ||
| 40 | | 40 | ||
|- | |- | ||
− | | | + | | Stations per Rupture |
− | | | + | | 175 |
|- | |- | ||
| Code bases | | Code bases | ||
Line 18: | Line 24: | ||
|- | |- | ||
| Total Seismograms | | Total Seismograms | ||
+ | | 40 * 175 * 36 = 252,000 | ||
| 205,776 | | 205,776 | ||
|} | |} |
Revision as of 22:55, 4 October 2011
This Wiki page describes the simulations that will be performed on the Broadband Platform to investigate footwall / hanging wall and directivity effects for NGA-W2. This simulation is expected to generate 205,776 3-component seismograms.
Hanging Wall Specifications
- HangingWall Specfiications 2011 R. Graves
Summary of Simulations
Rupture Scenarios | 4 | |
Variations Per Rupture | 10 | |
Total input Ruptures | 40 | |
Stations per Rupture | 175 | |
Code bases | 36 | |
Total Seismograms | 40 * 175 * 36 = 252,000 | 205,776 |