NEHRP Clearinghouse

displaying 1 - 10 results in total 13

  • Lee, J. J.; Kim, S. T.; Ayer, R. M.; Chang, J. J.
    Distant and Local Tsunamis in Coastal Region(s).
    National Science Foundation, Washington, DC. Engineering and Applied Science., December 1980, 92 p.
    Keywords: Numerical analysis; Coasts; Seismic waves; California; Ocean bottom; Mathematical models; NTISNSFRA; Water waves; Tsunamis; Motion; Earthquakes; Three dimensional flow

  • Huang, 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 faults

  • Asfura, A.; Der Kiureghian, A.
    New Floor Response Spectrum Method for Seismic Analysis of Multiply Supported Secondary Systems.
    National Science Foundation, Washington, DC.; Electric Power Research Inst., Palo Alto, CA., June 1984, 130 p.
    Identifying Number(s): UCB/EERC-84/04
    Keywords: Supports; Seismic waves; Vibration; Damping; Spectrum analysis; Earthquake engineering; Resonance; Motion; Dynamic structural analysis

  • Werner, S. D.; Levine, M. B.; Beck, J. L.
    Seismic Response Characteristics of Meloland Road Overpass during 1979 Imperial Valley Earthquake.
    National Science Foundation, Washington, DC., March 1985, 264 p.
    Identifying Number(s): AA-R-8222-5603
    Keywords: ; Bridges (Structures); Seismic waves; California; Vibration; Overpasses; Graphs (Charts); Dynamic response; Measurement; Shaking; Motion; Earthquakes

  • Pauschke, J. M.; Chatterjee, J.
    Characterization of Amplitudes of Strong Ground Motion and Response Time Histories.
    National Science Foundation, Washington, DC. Directorate for Engineering., May 1986, 316 p.
    Keywords: RMS (Root Mean Square); Exponential density functions; Reaction time; Amplitude; Seismic waves; Probability density functions; Acceleration (Physics); Motion; Earthquakes

  • Safford, F. B.; Masri, S. F.
    Induced Earthquake Motions in Civil Structures by Pulse Methods.
    National Science Foundation, Washington, DC., August 1984, 98 p.
    Identifying Number(s): AA-R-8428-5764
    Keywords: Earthquake resistant structures; Seismic waves; El Centro earthquake; Finite element analysis; Buildings; Earthquake engineering; San Fernando earthquake; Pulse generators; Simulation; Computer programs; Motion; Earthquakes

  • Recommendations for the Strong-Motion Program in the United States.
    National Science Foundation, Washington, DC., July 1987, 68 p.
    Identifying Number(s): CETS-EE-006
    Keywords: ; Economic factors; Earthquake resistant structures; Bursting; Earthquakes; Hazards; Safety; Motion; Seismographs; Design criteria; Geological faults

  • De Alba, P.; Seed, H. B.; Retamal, E.; Seed, R. B.
    Residual Strength of Sand from Dam Failure in the Chilean Earthquake of March 3, 1985.
    National Science Foundation, Washington, DC., September 1987, 50 p.
    Identifying Number(s): UCB/EERC-87/11
    Keywords: La Marquesa Dam; Motion; Failure; La Palma Dam; Performance evaluation; Chile; Stresses; Liquefaction; Soil properties; Dams; Slope; Earthquakes

  • Seed, H. B.; Romo, M. P.; Sun, J.; Jaime, A.; Lysmer, J.
    Relationships between Soil Conditions and Earthquake Ground Motions in Mexico City in the Earthquake of September 19, 1985.
    National Science Foundation, Washington, DC., October 1987, 125 p.
    Identifying Number(s): UCB/EERC-87/15
    Keywords: ; Sites; Clay soils; Mexico City; Magnitude; Secondary waves; Shaking; Soil properties; Response; Recording instruments; Motion; Accelerometers; Earthquakes

  • Veletsos, A. S.; Prasad, A. M.; Tang, Y.
    Design Approaches for Soil-Structure Interaction.
    National Science Foundation, Washington, DC., December 30, 1988, 50 p.
    Identifying Number(s): NCEER-88-0031
    Keywords: Earthquake resistant structures; Deformation; Seismic waves; Kinematics; Torsion; Damping; Mathematical models; Superstructures; Response; Inertia; Foundations; Motion; Design criteria; Soil structure