NEHRP Clearinghouse
displaying 1 - 5 results in total 5
Gomez-Masso, A.; Lysmer, J.; Chen, J. C.; Seed, H. B.
Soil Structure Interaction in Different Seismic Environments.
National Science Foundation, Washington, DC., August 1979, 57 p.
Identifying Number(s): UCB/EERC-79/18
Keywords: Seismic waves; Dynamic response; Finite element analysis; Earthquake engineering; Secondary waves; Nuclear power plants; Primary waves; Soil dynamics; Rayleigh waves; Soil structure interactions; EarthquakesStreet, R. L.; Foley, W.; Hermann, R. B.; Langston, C. A.; Zollweg, J. E.
Sharpsburg, Kentucky Earthquake of July 27, 1980.
National Science Foundation, Washington, DC., January 1982, 119 p.
Keywords: Damage assessment; Earthquake resistant structures; Sharpsburg (Kentucky); Seismic waves; Ground motion; Earthquake engineering; Buildings; Primary waves; Earthquakes; Dynamic structural analysisHuang, M.
Investigation of Local Geology Effects on Strong Earthquake Ground Motions.
National Science Foundation, Washington, DC., January 1984, 256 p.
Identifying Number(s): EERL-83-03
Keywords: Orientation; Geology; Depth; California; Sites; Seismic waves; Mathematical models; Secondary waves; Pasadena (California); Seismological stations; Primary waves; Stresses; Theses; Motion; Rocks; Earthquakes; Geological faultsBoore, D. M.; Gibbs, J. F.; Rodriguez, M.
Compendium of P- and S-Wave Velocities from Surface-to-Borehole Logging: Summary and Reanalysis of Previously Published Data and Analysis of Unpublished Data.
January 2003, 18 p.
Identifying Number(s): USGS/OFR-03-191
Keywords: ; California; Boreholes; P waves; S waves; Secondary waves; Primary waves; Data analysis; VelocityManolis, G. D.; Juhn, G.; Reinhorn, A. M.
Experimental Investigation of Primary-Secondary System Interaction.
National Science Foundation, Washington, DC., May 27, 1988, 56 p.
Identifying Number(s): NCEER-88-0019
Keywords: ; Simulators; Earthquake resistant structures; White noise; Damping; Seismology; Graphs (Charts); Secondary waves; Primary waves; Soil dynamics; Seismic effects; Dynamic structural analysis