CESMD

Information for Strong-Motion Station

Santa Rosa - 4-story Hospital

CGS - CSMIP Station 68669

Earthquakes recorded by this station

 

(Station Photograph - click to enlarge)	(Sensor Layout - click to see PDF File)

   

Latitude	38.4718 N
Longitude	122.7270 W
Elevation (m)	45
Site Geology	Deep alluvium
Vs30 (m/sec)	464 (inferred)
Site Class	C
Remarks/Notes	Site information sources

 

No. of Stories above/below ground	4/1
Plan Shape	Rectangular
Base Dimensions	251' x 154'
Typical Floor Dimensions	Irregular 251' x 154'
Design Date	1987 (HF-840033-49)
Instrumentation	13 accelerometers, on 4 levels in the building. 3 accelerometers at a reference free-field site.

 

Vertical Load Carrying System	Lightweight concrete slab over metal deck supported on steel frames.
Lateral Force Resisting System	Multiple moment resisting steel frames in upper four stories. Concrete shear walls in the basement Frames are tied together by composite floor diaphragms.
Foundation Type	Isolated and combined spread footings several of which are interconnected by tie-beams.
Remarks	The building was designed according to the 1979 UBC and Titles 22 and 24 of the California Administrative Code. It was instrumented as part of the OSHPD/CSMIP Hospital Instrumentation Project.