NEHRP Clearinghouse

displaying 1 - 6 results in total 6

• Hirschberg, J. G.; Gordon, P.; Petak, W. J.
  Natural Hazards: Socio-Economic Impact Assessment Model.
  National Science Foundation, Washington, DC. Div. of Policy Research and Analysis., July 1978, 320 p.
  Keywords: Tsunamis; Risk assessment; Risk; Storm surges; Social effect; Gales; Hurricanes; Economic impact; Rivers; Earthquakes; Demand (Economics); Mathematical models; Wind (Meteorology); Clay soils; Expansion; Benefit cost analysis; Floods; Disasters; Damage; Landslides; Tornadoes; Input output analysis; United States; Socioeconomic impact assessment model

• Saada, A. S.; Miller, C. J.; Bianchini, G. F.; Kirkner, D. J.; Shook, L. P.
  The Dynamic Response of Anisotropic Clay Soils with Applications to Soil Structure Analysis.
  National Science Foundation, Washington, DC. Engineering and Applied Science., January 1979, 390 p.
  Keywords: Clay soils; Theses; Earthquake engineering; Anisotropy; Torsion tests; Soil dynamics; Soil properties; Determination of stress; Clays; Cyclic loads; Shear modulus

• 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: ; Response; Clay soils; Sites; Earthquakes; Soil properties; Secondary waves; Magnitude; Shaking; Recording instruments; Mexico City; Accelerometers; Motion

• Saleeb, A. F.; Chen, W. F.
  Nonlinear Hyperelastic (Green) Constitutive Models for Soils. Part I: Theory and Calibration. Part II: Predictions and Comparisons.
  National Science Foundation, Washington, DC. Engineering and Applied Science., July 1980, 75 p.
  Identifying Number(s): CE-STR-80-9
  Keywords: Clay soils; Elastic properties; Earthquake engineering; Stress analysis; Finite element analysis; Soil properties; Soil mechanics; Stress strain diagrams

• Sun, J. I.; Golesorkhi, R.; Seed, H. B.
  Dynamic Moduli and Damping Ratios for Cohesive Soils.
  National Science Foundation, Washington, DC., August 1988, 56 p.
  Identifying Number(s): UCB/EERC-88/15
  Keywords: ; Dynamic response; Damping; Clay soils; Mudstone; Offshore drilling; Loads (Forces); Graphs (Charts); Earthquakes; Stabilized platforms; Consolidation; Cohesive soils; Void ratio; Shear strain; Soil mechanics; Plasticity; Stresses; Disturbances

• Wiggins, J. H.; Slosson, J. E.; Krohn, J. P.
  Natural Hazards: Earthquake, Landslide, Expansive Soil Loss Models.
  National Science Foundation, WAshington, DC. Div. of Policy Research and Analysis., December 1978, 166 p.
  Keywords: Damage; Economic impact; Clay soils; Risk; Risk assessment; Cost analysis; Rainfall; Economic models; Injuries; Earthquakes; Landslides; Earth movements; Value; Mathematical models; Expansion; United States; Disasters; Soil water