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Technical Studies |
The table below provides detailed information on the records generated for Seattle having probabilities of exceedence of 10% in 50 years. These acceleration time histories have been derived from historical recordings or from physical simulations and have been altered so that their mean response spectrum matches the 1997 NEHRP design spectrum, modified from soil type of SB-SC to soil type SD and having a hazard specified by the 1997 USGS maps.
There are 20 different horizontal components (10 2-component records). Each original historical ground motion pair has typically been altered in the following way:
Additional details can be found from the main Ground Motions page. This page also provides a link to a draft report summarizing all of the SAC Phase 2 ground motion studies.
To see the acceleration time history of any of the ground motions listed in the table below, just click on the ground motion name.
| SAC Name | Record | Earthquake Magnitude | Distance (km) | Scale Factor | Number of Points | DT (sec) | Duration (sec) | PGA (cm/sec2) |
|---|---|---|---|---|---|---|---|---|
| SE01 | Long Beach, Vernon CMD Bldg. | 6.5 | 1.2 | 0.49 | 3909 | 0.01 | 39.08 | 170.55 |
| SE02 | Long Beach, Vernon CMD Bldg. | 6.5 | 1.2 | 0.49 | 3909 | 0.01 | 39.08 | 132.70 |
| SE03 | Morgan Hill, 1984, Gilroy | 6.2 | 15 | 2.84 | 3000 | 0.02 | 59.98 | 378.82 |
| SE04 | Morgan Hill, 1984, Gilroy | 6.2 | 15 | 2.84 | 3000 | 0.02 | 59.98 | 649.80 |
| SE05 | West. Washington, Olympia, 1949 | 6.5 | 56 | 1.86 | 4000 | 0.02 | 79.98 | 376.18 |
| SE06 | West. Washington, Olympia, 1949 | 6.5 | 56 | 1.86 | 4000 | 0.02 | 79.98 | 345.11 |
| SE07 | West. Washington, Seattle Army B., 1949 | 6.5 | 80 | 5.34 | 3335 | 0.02 | 66.68 | 289.19 |
| SE08 | West. Washington, Seattle Army B., 1949 | 6.5 | 80 | 5.34 | 3335 | 0.02 | 66.68 | 381.26 |
| SE09 | North Palm Springs, 1986 | 6 | 6.7 | 1.71 | 3000 | 0.02 | 59.98 | 576.45 |
| SE10 | North Palm Springs, 1986 | 6 | 6.7 | 1.71 | 3000 | 0.02 | 59.98 | 558.10 |
| SE11 | Puget Sound, Wa., Olympia, 1949 | 7.1 | 80 | 4.3 | 4092 | 0.02 | 81.82 | 737.82 |
| SE12 | Puget Sound, Wa., Olympia, 1949 | 7.1 | 80 | 4.3 | 4092 | 0.02 | 81.82 | 584.52 |
| SE13 | Puget Sound, Wa., Federal OFC B., 1949 | 7.1 | 61 | 5.28 | 3705 | 0.02 | 74.08 | 362.31 |
| SE14 | Puget Sound, Wa., Federal OFC B., 1949 | 7.1 | 61 | 5.28 | 3705 | 0.02 | 74.08 | 297.30 |
| SE15 | Eastern Wa., Tacoma County, 1949 | 7.1 | 60 | 8.68 | 3000 | 0.02 | 59.98 | 284.72 |
| SE16 | Eastern Wa., Tacoma County, 1949 | 7.1 | 60 | 8.68 | 3000 | 0.02 | 59.98 | 563.47 |
| SE17 | Llolleo, Chile 1985 | 8 | 42 | 1.24 | 4000 | 0.025 | 99.975 | 684.27 |
| SE18 | Llolleo, Chile 1985 | 8 | 42 | 1.24 | 4000 | 0.025 | 99.975 | 657.89 |
| SE19 | Vinadel Mar, Chile, 1985 | 8 | 42 | 1.69 | 4000 | 0.025 | 99.975 | 531.05 |
| SE20 | Vinadel Mar, Chile, 1985 | 8 | 42 | 1.69 | 4000 | 0.025 | 99.975 | 376.88 |
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SAC Steel Project | 1301 S. 46th Street | Richmond, CA 94804-4698 | http://www.sacsteel.org/ |