NEHRP Clearinghouse
displaying 1 - 10 results in total 10
Whitman, R. V.; Roesset, J. M.; Dobry, R.; Ayestaran, L.
Accuracy of Modal Superposition for One-Dimensional Soil Amplification Analysis.
National Science Foundation, Washington, DC. Applied Science and Research Applications., October 1972, 19 p.
Identifying Number(s): STRUCTURES PUB-352
Keywords: Damping; Earth movements; Ground motion; Earthquake engineering; Soil dynamics; Soil properties; Soil profiles; EarthquakesProtonotarios, J. N.
Soil Amplification Studies for Typical Soil Profiles in the Boston Area, Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., September 1972, 32 p.
Keywords: Seismic waves; Massachusetts; Seismic risk; Earth movements; Earthquake engineering; Boston (Massachusetts); Secondary waves; Soil dynamics; Soil profilesTrudeau, P. J.
Borings on MIT Campus Near Westgate II. Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., October 1972, 14 p.
Identifying Number(s): INTERNAL STUDY-18
Keywords: Seismic waves; Massachusetts; Boreholes; Earth movements; Ground motion; Earthquake engineering; Boston (Massachusetts); Soil profiles; EarthquakesDesai, H.; Ahmad, S.; Gazetas, E. S.; Oh, M. R.
Study of Site Response at a Selected Memphis Site.
National Science Foundation, Washington, DC., October 11, 1990, 43 p.
Identifying Number(s): NCEER-90-0023
Keywords: Seismic waves; New Madrid earthquake; Earth movements; Mathematical models; Amplification; Dynamic response; Earthquake engineering; Soil properties; Soil profiles; Memphis (Tennessee); Soil mechanics; EarthquakesSeed, H. B.; Sun, J. I.
Implications of Site Effects in the Mexico City Earthquake of September 19, 1985 for Earthquake-Resistant Design Criteria in the San Francisco Bay Area of California.
National Science Foundation, Washington, DC., March 1989, 138 p.
Identifying Number(s): UCB/EERC-89/03
Keywords: Earthquake resistant structures; Structural vibration; Seismic waves; Earth movements; Structural design; Mexico City Earthquake; Earthquake damage; Earthquake engineering; Earthquakes; San Francisco (California); Soil-structure interactions; Soil profiles; Building codes; Design criteriaWhitman, R. V.
Proceedings from the Site Effects Workshop, National Center for Earthquake Engineering Research. Held in Buffalo, New York on October 24-25, 1991.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., February 29, 1991, 74 p.
Identifying Number(s): NCEER-92-0006
Keywords: ; Earthquake resistant structures; Earth movements; Earthquake engineering; Site surveys; Meetings; Soil dynamics; Soil-structure interactions; Soil properties; Surveys; Soil profiles; Building codes; EarthquakesYokel, F. Y.
Effect of Subsurface Conditions on Earthquake Ground Motions.
January 1993, 100 p.
Identifying Number(s): NISTIR-4769
Keywords: Loma Prieta Earthquake; Seismic waves; Mathematical models; Earth movements; Dynamic response; Shear strain; Earthquake engineering; Earthquakes; Wave propagation; Spectra analysis; Soil properties; Soil profiles; Oakland (California)Glaser, S. D.; Leeds, A. L.
Preliminary Processing of the Lotung LSST Data.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., March 1996, 62 p.
Keywords: Seismic waves; Piezometers; Lotung (Taiwan); Site characterization; Data collection; Ground motion; Earthquake engineering; Strain measurement; Nuclear power plants; Earthquake magnitude; Soil dynamics; Data processing; Soil structure interactions; Soil profiles; Seismic effects; Soil mechanics; EarthquakesGlaser, S. D.; Leeds, A. L.
Estimation of System Damping at the Lotung Site by Application of System Identification.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD.; National Science Foundation, Arlington, VA., August 1996, 196 p.
Keywords: Seismic waves; Liquefaction; Displacement; Soil structure interactions; Nonlinearity; Nuclear power plants; Excitation; Vibration damping; Soil mechanics; Earthquake resistant structures; Lotung (Taiwan); Site characterization; Graphs (Charts); Stiffness; Structure response; Soil profiles; Seismic effects; Ground motion; Earthquake engineering; System identification; Earthquake magnitude; EarthquakesHwang, H.; Lee, C. S.; Ng, K. W.
Soil Effects on Earthquake Ground Motions in the Memphis Area.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., August 2, 1990, 108 p.
Keywords: Shelby County (Tennessee); Earth movements; Amplification; Dynamic response; Shear stress; Soil properties; Soil profiles; Memphis (Tennessee); Soil mechanics; Earthquakes