The ShakeOut Scenario Supplemental Study: Older Reinforced Concrete BuildingsSPA Risk LLC |
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1906 San Francisco 1995 Magnitude actual number Angeles County assessment beam-column joints beams and columns building stock California earthquake California Seismic Safety caption procured cast-in-place Civil & Env collapse risk collapsed buildings complete collapse concrete buildings due construction deficiencies CSSC deficiencies include ductile Reinforced Concrete Earthquake Scenario estimates FEMA Figure 1b Figure and caption Figure reprinted floor heavily damaged infill walls Japan earthquake Kobe level of shaking lightly reinforced concrete Los Angeles County NDRCB's NDRCB’S IN CALIFORNIA non-ductile reinforced concrete Northridge Earthquake partially collapsed PAST EARTHQUAKES PERFORMANCE OF NDRCB’S predictions procured from USGS provisions reinforced concrete buildings Reinforced concrete construction Reinforced Concrete Frame reinforcing bars repair and/or strengthening repair/strengthening reprinted from Moehle retrofit Riverside County San Andreas Fault San Bernardino Seismic Evaluation seismic performance Seismic Safety Commission shear walls Southern San Andreas strong ground motions strong ground shaking structural system Transverse reinforcement typical UCLA Unreinforced Masonry USGS archives vulnerable