NEHRP Clearinghouse
displaying 681 - 690 results in total 2187
Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Basic Procedures Manual.
Federal Emergency Management Agency, Washington, DC., January 1998, 270 p.
Keywords: ; Masonry; Procedures manual; Evaluation; Damage; Walls; Concrete blocks; Buildings; Stability; Safety; EarthquakesEvaluation of Earthquake Damaged Concrete and Masonry Wall Buildings: Technical Resources.
Federal Emergency Management Agency, Washington, DC., May 1999, 274 p.
Keywords: Masonry; Evaluation; Reinforced concrete; Damage; Walls; Technical resources; Concrete blocks; Buildings; Stability; Safety; Infilled frames; EarthquakesVanmarcke, 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: Probability theory; Seismic design; Earthquake resistant structures; Cost analysis; Sensitivity analysis; Damage assessment; Massachusetts; Seismic risk; Risk; Earthquake engineering; Boston (Massachusetts); EarthquakesAllen, 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: Ground-motion modeling; Mapping; Instruments; Ground-Motion Datasets; Qualitative uncertainty assignments; ShakeMaps; Figures; Instrumental Ground-Motion Predictions; Evauations; Peak Ground-Motion-to-Intensity Relations; Ground motion estimation; Macroseismic intensity prediction equations; Tectonic settings; Earthquake Source Parameters and Distance Metrics; Shallow crusts; Subduction zones; EarthquakesCrone, 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: Intermountain West Region; Evaluation; Investigations; Grants program; US Geological Survey (USGS); Workshop; Earthquake Hazards Program; Earthquake Hazards Program (EHP); Hazardous faults; RecommendationsChang, 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: Shelby County (Tennessee); Seismic waves; Computerized simulation; Tennessee; Earth movements; Memphis County (Tennessee); Earthquake damage; Earthquake engineering; Pore pressure; Liquefaction; Soil pressure; Soil properties; Soil mechanics; EarthquakesGordon, 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: Cost analysis; Earthquake resistant structures; Urban planning; Policies; Earthquake warning systems; Disasters; Disaster planning; Los Angeles (California); EarthquakeTheodossiou, 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: ; Earthquake resistant structures; Seismic waves; Structural vibration; Mathematical models; Dynamic response; Earthquake engineering; Vibration damping; Displacement; Stiffness; Vibration isolators; Structural members; Design criteria; Dynamic structural analysisRodriguez-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; Earthquake resistant structures; Reinforced concrete; Framed structures; Computerized simulation; SARCF-II computer program; Buildings; Drift; Softening; Ductility; Structural analysisSveinsson, 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: Masonry; Seismic design; Earthquake resistant structures; Shear walls; Mechanical hysteresis; Dynamic response; Buildings; Earthquake engineering; Stress analysis; Building codes; Earthquakes; Dynamic structural analysis