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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| CESMD |
| Information for Strong-Motion Station |
| Oxnard - 21 Story Office Building |
| CGS - CSMIP Station 25245 |
| Earthquakes recorded by this station |
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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| Latitude | 34.2280 N |
| Longitude | 119.1739 W |
| Elevation (m) | 24 |
| Site Geology | Deep alluvium |
| Vs30 (m/sec) | 245 (inferred) |
| Site Class | D |
| Remarks/Notes | Site information sources |
| No. of Stories above/below ground | 21/0 |
| Plan Shape | Hexagonal |
| Base Dimensions | 104 ft (each side) |
| Typical Floor Dimensions | 64 ft (above 3rd Floor) |
| Design Date | 1984 |
| Instrumentation | 2004, 16 accelerometers on 5 levels in the building and 3 at the free-field. |
| Vertical Load Carrying System | Lightweight concrete over stell deck supported by steel beams and columns. |
| Lateral Force Resisting System | 3 moment-resisting steel frames in equalateral triangle configuration. |
| Foundation Type | Steel moment frames are supported by 2-12 piles per column connected with grade beams. |
| Remarks | The building was design according to the 1982 Uniform Building Code. |