CESMD |
Information for Strong-Motion Station |
Oxnard - 4-story Hospital |
CGS - CSMIP Station 25949 |
Earthquakes recorded by this station |
Latitude | 34.2164 N |
Longitude | 119.1551 W |
Elevation (m) | 23 |
Site Geology | Deep alluvium |
Vs30 (m/sec) | 297 (measured) |
Site Class | D |
Remarks/Notes | Site information sources |
No. of Stories above/below ground | 4/1 |
Plan Shape | Irregular |
Base Dimensions | about 280' x 200' |
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. |