Assessment of Damage to Residential Buildings Caused by the Northridge Earthquake |
Common terms and phrases
Angeles attached Building and Safety building codes COMMENTARY confidence interval crawlspace foundation cripple wall Damage Level damage rating damage to masonry damage to single-family Department of Building duplex building dwelling units Earthquake Ground Motion effective peak acceleration epicenter estimated exterior finish exterior wall failure Fernando Valley Earthquake foundation connections foundation damage foundation type foundation wall ground fissure ground movement ground shaking gypsum board Hairline cracks hypocenter hysteretic inspections January 17 lateral support located masonry chimneys MFLR and SFA MFLR building MFLR construction MFLR/SFA buildings MFLR/SFA Dwellings Northridge Earthquake observed peak ground acceleration percent performance plywood prescriptive requirements racking reinforced concrete residential Richter Scale S-waves sample San Fernando Valley seismograph SFA buildings SFD homes SFD survey sill plate Simi Valley single-family detached homes slab-on-grade foundations soft-story garage specify statistical steel pipe columns structural damage stucco damage stucco finishes stucco shear wall STUDY TOPIC Survey results U.S. Department upper stories Wood Frame
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Page 9 - A note on distribution of uncorrected peak ground accelerations during the Northridge, California, earthquake of 17 January 1994.
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Page 9 - National Institute of Standards and Technology, 1994 Northridge Earthquake— Performance of Structures, Lifelines, and Fire Protection Systems (Washington: GPO, 1994). 12 Hall. 1 ' Naeim. 14 RL Porcella, et al., "Accelerograms recorded at USGS National Strong-Motion Network Stations During M, = 6.6 Northridge, California Earth of January 17, 1994," US Geological Survey, Open File Report 94-141, February 1994.
Page 6 - City of Los Angeles Department of Building and Safety, "Type V Sheet - Wood Frame Buildings, Typical One and Two Story Construction Details", B-16, R. 1-86. sheet is only used for non-habitable buildings, such as detached garages. Figure 1 illustrates the "Type V" construction and some basic prescriptive requirements.
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