NEHRP Clearinghouse
displaying 1 - 10 results in total 12
Hudson, D. E.
Strong Motion Earthquake Accelerograms. Index Volume.
National Science Foundation, Washington, D.C., August 1976, 76 p.
Identifying Number(s): EERL-76-02
Keywords: Intensity; California; Earthquake engineering; Seismological stations; Indexes (Documentation); Montana; Acceleration; Regional geography; Washington (State); Earthquakes; AccelerogramsJain, S. K.
Analytical Models for the Dynamics of Buildings.
National Science Foundation, Washington, DC., January 1983, 215 p.
Identifying Number(s): EERL-83-02
Keywords: Deformation; Equations of motion; Flexibility; Bending; Boundaries; Multistory buildings; Mathematical models; Acceleration; Earthquake resistant structures; Beams (Structural); Shear properties; Buildings; Floors; Vibration; Seismology; Walls; Theses; Diaphragms (Mechanics); Dynamic structural analysis['Gibbs, J. F.', 'Tinsley, J. C.', 'Boore, D. M.']
Borehole Velocity Measurements at Five Sites That Recorded the Cape Mendocino, California Earthquake of 25 April, 1992.
January 2002, 58 p.
Identifying Number(s): USGS/OFR-02-203
Keywords: ; Travel time; Seismometers; California; Seismic waves; Data sources; Boreholes; Geological surveys; Ground motion; Acceleration; Velocity measurement; Earthquakes['Evans, J. R.', 'Jensen, E. G.', 'Sell, R.', 'Stephens, C. D.', 'Nyman, D. J.']
Calibration of PS09, PS10, and PS11 Trans-Alaska Pipeline System Strong-Motion Instruments, with Acceleration, Velocity, and Displacement Records of the Denali Fault Earthquake, 03 November 2002.
January 2006, 60 p.
Identifying Number(s): USGS/OFR-2006-1028
Keywords: ; Measuring instruments; Geologic faults; Velocity; Alaska; Ground motion; Monitoring; Acceleration; Amplifiers; Seismographs; EarthquakesInterim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components.
Federal Emergency Management Agency, Washington, DC., June 2007, 138 p.
Identifying Number(s): FEMA-461
Keywords: Testing protocols; Seismic design; Applied Technology Council; ATC (Applied Technology Council); FEMA; Cyclic tests; Fragility functions; Buildings; Earthquake engineering; Acceleration; Testing procedures; Displacement; Shake table tests['Grigoriu, M.', 'Ruiz, S. E.', 'Rosenblueth, E.']
Nonstationary Models of Seismic Ground Acceleration.
National Science Foundation, Washington, DC., July 15, 1988, 54 p.
Identifying Number(s): NCEER-88-0043
Keywords: Seismic waves; Mathematical models; Ground motion; Earthquake engineering; Acceleration; Reliability; Michoacan earthquake 1985; AccelerogramsVillaverde, R.
Investigation on the Cause of Numerous Upper Floor Failures during the 1985 Mexico City Earthquake.
National Science Foundation, Washington, DC., November 1989, 114 p.
Keywords: Floors; Beams (Supports); Failure; Columns (Supports); Hinges; Mexico; Buildings; Acceleration; Stiffness; Plastics; Assessments; Multistory buildings; Design criteria; Earthquakes; Building codesHolzer, T. L.
Loma Prieta, California, Earthquake of October 17, 1989. Earth Structures and Engineering Characterization of Ground Motion.
January 1998, 86 p.
Identifying Number(s): USGS-PP-1552-D
Keywords: Seismic velocity; Damage assessment; Central Region (California); Seismic events; Loma Prieta Earthquake; Seismic waves; Peak values; Earthquake damage; Ground motion; Earthquake engineering; Engineering structures; Acceleration; Soil-structure interactions; Earth dams; Excavation; Seismic effects['Stewart, J. P.', 'Seed, R. B.', 'Fenves, G. L.']
Empirical Evaluation of Inertial Soil-Structure Interaction Effects.
Geological Survey, Menlo Park, CA., November 1998, 240 p.
Identifying Number(s): PEER-1998/07
Keywords: Inertial interaction; Earthquake damage; Empirical analysis; Ground motion; Foundations (Structures); Acceleration; Shaking; Empirical equations; SSI (Soil-Structure Interaction); Soil-structure interactions; Stiffness; Structural response; Soil properties; Vibration damping; Seismic effects; Soil mechanics['Sadek, F.', 'Mohraz, B.', 'Lew, H. S.']
Single and Multiple Tuned Liquid Column Dampers for Seismic Applications.
November 1996, 43 p.
Identifying Number(s): NISTIR-5920
Keywords: Energy absorption; Loads (Forces); Liquid column dampers; Performance evaluation; Vibration damping; Acceleration; Design analysis; Tuning; Structural vibration; Seismic effects; Earthquake resistance; Dynamic response; Ground motion; Degrees of freedom; Energy dissipation; Earthquake engineering; Passive systems; Structural response; Dynamic structural analysis