| CESMD |
| Information for Strong-Motion Station |
| Oxnard - 4-story Hospital |
| CGS - CSMIP Station 25949 |
| Earthquakes recorded by this station |
| Latitude | 34.217 N |
| Longitude | 119.153 W |
| Elevation (m) | 23 |
| Site Geology | Deep alluvium |
| Vs30 (m/sec) | -- |
| Site Class | -- |
| No. of Stories above/below ground | 4/1 |
| Plan Shape | Irregular |
| Base Dimensions | Same as base dimensions. |
| Typical Floor Dimensions | Same as base dimensions. |
| Design Date | 1989 |
| Instrumentation | 2001. 17 accelerometers, on 5 levels in the building. 3 accelerometers at a reference free-field site. |
| Vertical Load Carrying System | 2.5" concrete over steel deck supported by steel beams and columns. |
| Lateral Force Resisting System | Moment-resisiting steel frames along the perimeter and inside the building in both directions. Concrete shear walls at Garden Foundation Level. |
| Foundation Type | Concrete spread footings with grade beams. Some footings are reinforced with strap beams on concrete piles. |
| Remarks | This hospital building was instrumented as part of the OSHPD/CSMIP Hospital Instrumentation Project. |