NEHRP Clearinghouse
displaying 291 - 300 results in total 423
['Wieczorek, G. F.', 'Jakob, M.', 'Motka, R. J.', 'Zirnheld, S. L.', 'Craw, P.']
Preliminary Assessment of Landslide-Induced Wave Hazards: Tidal Inlet, Glacier Bay National Park, Alaska.
January 2008, 62 p.
Identifying Number(s): USGS/OFR-03-100
Keywords: Shores; Debris; Landslides; Glacier Bay National Park; Glaciers; Alaska; Ground motion; Hazards; Ocean waves; Landslide-induced wave; Assessments; Slopes; Rocks; Earthquakes; ShipsFederal Guidelines for Dam Safety: Earthquake Analyses and Design of Dams.
May 2005, 75 p.
Keywords: ; Evaluation; Planning; Maintenance; Design; Regulations; Construction; Seismology; Ground motion; Federal agencies; Safety; Guidelines; Dams; Earthquakes; Structural analysisCollocation Impacts on the Vulnerability of Lifelines During Earthquakes with Applications to the Cajon Pass, California: Study Overview, Earthquake Hazard Reduction Series 59.
October 1991, 22 p.
Identifying Number(s): FEMA-221
Keywords: Geologic faults; Bridges; Electric power; Disasters; Emergency plans; Damage assessment; Transportation; Hazards; Lifelines; Cajon Pass (California); Evaluation; Vulnerability; California; Risk; Gas pipelines; Seismic effects; Communication; Ground motion; EarthquakesImprovement of Nonlinear Static Seismic Analysis Procedures.
Federal Emergency Management Agency, Washington, DC., June 2005, 392 p.
Identifying Number(s): FEMA-440
Keywords: ; Seismic design; Static loads; US FEMA; Procedures; Ground motion; Earthquake engineering; Structural analysis['Jones, L. M.', 'Bernknopf, R.', 'Cox, D.', 'Goltz, J.', 'Hudnut, K.', 'Mileti, D.', 'Perry, S.', 'Ponti, D.', 'Porter, K.', 'Reichle, M.', 'Seligson, H.', 'Shoaf, K.', 'Treiman, J.', 'Wein, A.']
ShakeOut Scenario. Version 1.0.
January 2008, 312 p.
Identifying Number(s): ['USGS-OFR-2008-1150', 'CGS-25']
Keywords: Seismic design; Emergency preparedness; Scenarios; Kern County (California); Orange County (California); Damage assessment; Imperial County (California); San Andreas Fault; Riverside County (California); San Bernardino County (California); California; Aftershocks; Los Angeles County (California); Buildings; Casualties; Economic impact; San Diego County (California); Socioeconomic factors; Utilities; Emergency response; Geology; Ventura County (California); Ground motion; Earthquake engineering; Earthquakes['Dogruel, S.', 'Retamales, R.']
Student Research Accomplishments, 2006-2007, Multidisciplinary Center for Earthquake Engineering Research.
National Science Foundation, Washington, DC., November 2007, 52 p.
Identifying Number(s): MCEER-07-SP05
Keywords: ; Seismic design; Bridges; Students; Retrofitting; Research programs; Buildings; Earthquake engineering; Ground motion; Lifelines; Civil engineering; Structural response; Structural analysis['Shinozuka, M.', 'Banerjee, S.', 'Kim, H.']
Fragility Considerations in Highway Bridge Design.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC., December 14, 2007, 198 p.
Identifying Number(s): MCEER-07-0023
Keywords: Analytical methods; Statistical methods; Multilayer simulation schemes; Seismic vulnerability assessments; Seismic performance; Ground motion; Earthquake engineering; Spatially distributed systems; Transportation networks; Fragility curves; Highway bridges; Damage assessments; Highway infrastructure['Warn, G. P.', 'Whittaker, A. S.']
Performance Estimates for Seismically Isolated Bridges.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC., December 30, 2007, 336 p.
Identifying Number(s): MCEER-07-0024
Keywords: ; Seismic design; Testing; Performance evaluation; Ground motion; Earthquake engineering; Excitation; Simulation; Vibration isolators; Brisges; Structural analysis['Carden, L. P.', 'Itani, A. M.', 'Buckle, I. G.']
Seismic Performance of Steel Girder Bridge Superstructures with Ductile End Cross Frames and Seismic Isolators.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; California State Dept. of Transportation, Sacramento.; Federal Highway Administration, Washington, DC., January 7, 2008, 282 p.
Identifying Number(s): MCEER-08-0002
Keywords: ; Seismic design; Frames; Structural design; Performance evaluation; Ground motion; Earthquake engineering; Buckling; Superstructures; Slabs; Vibration isolators; Girder bridges; Bearings; Loads (Forces)['Pollino, M.', 'Bruneau, M.']
Analytical and Experimental Investigation of a Controlled Rocking Approach for Seismic Protection of Bridge Steel Truss Piers.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC., January 21, 2008, 488 p.
Identifying Number(s): MCEER-08-0003
Keywords: Seismic design; Testing; Rocking approach; Retrofitting; Dynamic response; Ground motion; Earthquake engineering; Bridge piers; Excitation; Foundations; Trusses; Forces (Loads); Bridge steel truss piers; Structural analysis