CESMD |
Information for Strong-Motion Station |
Riverside - 10-story Office Bldg |
CGS - CSMIP Station 13415 |
Earthquakes recorded by this station |
Latitude | 33.9796 N |
Longitude | 117.3742 W |
Elevation (m) | 255 |
Site Geology | Deep alluvium over rock (granitic) |
Vs30 (m/sec) | 418 (measured) |
Site Class | C |
Remarks/Notes | Site information sources |
No. of Stories above/below ground | 10/3 |
Plan Shape | Rectangular |
Base Dimensions | 345 x 120 ft |
Typical Floor Dimensions | 210 x 120 ft |
Design Date | 2008 |
Instrumentation | 2009, 18 accelerometers on 7 levels. |
Vertical Load Carrying System | Lightweight concrete fill over metal decks supported by steel beams and columns. |
Lateral Force Resisting System | Steel moment resisting frames with SSDA slotted beam connections on the perimeter and interior above ground level plaze. Concrete shear walls below ground level. |
Foundation Type | Continuous concrete footings on the perimeter and isolated concrete spread footings tied with grade beams. |
Remarks | Structural design was based on the 2001 California Building Code. |