NEHRP Clearinghouse
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Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Basic Procedures Manual.
Federal Emergency Management Agency, Washington, DC., January 1998, 270 p.
Keywords: ; Damage; Buildings; Masonry; Earthquakes; Evaluation; Walls; Stability; Safety; Concrete blocks; Procedures manualEvaluation of Earthquake Damaged Concrete and Masonry Wall Buildings: Technical Resources.
Federal Emergency Management Agency, Washington, DC., May 1999, 274 p.
Keywords: Damage; Buildings; Masonry; Earthquakes; Evaluation; Reinforced concrete; Walls; Stability; Safety; Technical resources; Concrete blocks; Infilled framesVanmarcke, E. H.; Chow, D. Y. H.
Evaluation of Expected Losses and Total Present Cost: Further Preliminary Sensitivity Analyses. Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., October 1972, 18 p.
Identifying Number(s): INTERNAL STUDY-19
Keywords: Sensitivity analysis; Risk; Damage assessment; Earthquake engineering; Boston (Massachusetts); Earthquake resistant structures; Seismic design; Earthquakes; Probability theory; Massachusetts; Cost analysis; Seismic riskAllen, T. I.; Wald, D. J.
Evaluation of Ground-Motion Modeling Techniques for Use in Global ShakeMap--A Critique of Instrumental Ground-Motion Prediction Equations, Peak Ground Motion to Macroseismic Intensity Conversions, and Macroseismic Intensity Predictions in Different Tectonic Settings.
January 2009, 122 p.
Identifying Number(s): USGS-OFR-2009-1047
Keywords: Mapping; Instruments; Figures; Macroseismic intensity prediction equations; Earthquakes; Peak Ground-Motion-to-Intensity Relations; Ground motion estimation; Ground-Motion Datasets; Evauations; Subduction zones; Instrumental Ground-Motion Predictions; Qualitative uncertainty assignments; Ground-motion modeling; Tectonic settings; ShakeMaps; Shallow crusts; Earthquake Source Parameters and Distance MetricsCrone, A. J.; Haller, K. M.; Maharrey, J. Z.
Evaluation of Hazardous Faults in the Intermountain West Region: Summary and Recommendations of a Workshop.
January 2009, 75 p.
Identifying Number(s): USGS-OFR-2009-1140
Keywords: US Geological Survey (USGS); Intermountain West Region; Evaluation; Earthquake Hazards Program; Investigations; Grants program; Workshop; Recommendations; Earthquake Hazards Program (EHP); Hazardous faultsChang, T. S.; Tang, P. S.; Lee, C. S.; Hwang, H.
Evaluation of Liquefaction Potential in Memphis and Shelby County.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., August 10, 1990, 190 p.
Keywords: Earthquake damage; Pore pressure; Earthquake engineering; Memphis County (Tennessee); Soil pressure; Earthquakes; Tennessee; Soil properties; Earth movements; Soil mechanics; Shelby County (Tennessee); Computerized simulation; Liquefaction; Seismic wavesGordon, P.; Banerjee, T.; Wingo, L.
Evaluation of Mitigation Strategies for Disaster Events.
National Science Foundation, Washington, DC. Directorate for Engineering., February 17, 1986, 228 p.
Keywords: Policies; Los Angeles (California); Urban planning; Earthquake resistant structures; Earthquake; Earthquake warning systems; Disaster planning; Cost analysis; DisastersTheodossiou, D.; Constantinou, M. C.
Evaluation of SEAOC Design Requirements for Sliding Isolated Structures.
National Science Foundation, Washington, DC., June 10, 1991, 246 p.
Identifying Number(s): NCEER-91-0015
Keywords: ; Dynamic structural analysis; Dynamic response; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Structural vibration; Vibration damping; Stiffness; Structural members; Displacement; Design criteria; Mathematical models; Seismic wavesRodriguez-Gomez, S.; Cakmak, A. S.
Evaluation of Seismic Damage Indices for Reinforced Concrete Structures.
National Science Foundation, Washington, DC., September 30, 1990, 102 p.
Identifying Number(s): NCEER-90-0022
Keywords: Damage assessment; Softening; Earthquake resistant structures; Buildings; SARCF-II computer program; Reinforced concrete; Computerized simulation; Structural analysis; Framed structures; Drift; DuctilitySveinsson, B. I.; Mayes, R. L.; McNiven, H. D.
Evaluation of Seismic Design Provisions for Masonry in the United States.
National Science Foundation, Washington, DC., August 1981, 173 p.
Keywords: Dynamic response; Buildings; Building codes; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Masonry; Seismic design; Earthquakes; Stress analysis; Shear walls; Dynamic structural analysis