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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| CESMD |
| Information for Strong-Motion Station |
| Moreno Valley - 3-story County Hospital |
| CGS - CSMIP Station 13213 |
| Earthquakes recorded by this station |
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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| Latitude | 33.9124 N |
| Longitude | 117.1956 W |
| Elevation (m) | 474 |
| Site Geology | Alluvium |
| Vs30 (m/sec) | 329 (inferred) |
| Site Class | D |
| Remarks/Notes | Site information sources |
| No. of Stories above/below ground | 3/1 |
| Plan Shape | Square |
| Base Dimensions | 196' x 196' |
| Typical Floor Dimensions | Square with offsets. 172' x 172' at the Second Level, 148' x 148' at the Roof. |
| Design Date | 1994 |
| Instrumentation | 2002. 12 accelerometers, on 4 levels in the building. 3 accelerometers at a reference free-field site. |
| Vertical Load Carrying System | 3.25" - 4.5" concrete over steel deck supported by steel beams and columns. |
| Lateral Force Resisting System | Moment-resisting steel frames at different locations of the building in both directions. Concrete shear walls at the Lower (foundation) Level. |
| Foundation Type | Moment frames and perimeter concrete walls are supported by continuous footings. Gravity columns are supported by isolated spread footings. Typical 5" concrete slab with a 6" thick section in the west corner. |
| Remarks | This hospital building was instrumented as part of the OSHPD/CSMIP Hospital Instrumentation Project. |