NEHRP Clearinghouse
displaying 1 - 10 results in total 10
Shinozuka, M.; Kawakami, H.
Underground Pipe Damages and Ground Characteristics.
National Science Foundation, Washington, DC. Applied Science and Research Applications., June 1977, 17 p.
Keywords: Water pipes; Seismic waves; Tokyo (Japan); Subsurface structures; Earth movements; Shear strain; Ground motion; Earthquake engineering; Soil dynamics; Japan; Pipelines; EarthquakesShinozuka, M.; Kawakami, H.
Ground Characteristics and Free Field Strains.
National Science Foundation, Washington, DC. Engineering and Applied Science., August 1977, 37 p.
Keywords: Water supply; Tokyo (Japan); Subsurface structures; Earth movements; Shear strain; Ground motion; Earthquake engineering; Soil properties; Elastic properties; Japan; Pipelines; Soil mechanics; EarthquakesTokimatsu, K.; Seed, H. B.
Simplified Procedures for the Evaluation of Settlements in Sands Due to Earthquake Shaking.
National Science Foundation, Washington, DC., October 1984, 48 p.
Identifying Number(s): UCB/EERC-84/16
Keywords: Evaluation; Consolidation; Stress ratio; Seismic waves; Settlement (Structural); Shear strain; Dynamic response; Earthquake engineering; Pore pressure; Shaking; Sands; Soil mechanics; EarthquakesCheng, F. Y.; Mertz, G. E.
Inelastic Seismic Response of Reinforced-Concrete Low-Rise Shear Walls and Building Structures.
National Science Foundation, Washington, DC., October 1989, 445 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-89-30
Keywords: Earthquake resistant structures; Deformation; Walls; Shear properties; Dynamic response; Graphs (Charts); Earthquake engineering; Axial loads; Shear strain; Hysteresis; Elastic properties; Bend moments; Dynamic structural analysisWalker, A. J.; Stewart, H. E.
Cyclic Undrained Behavior of Nonplastic and Low Plasticity Silts.
National Science Foundation, Washington, DC., July 26, 1989, 207 p.
Identifying Number(s): NCEER-89-0035
Keywords: Silts; Dynamic tests; Plastic properties; Earthquake engineering; Dynamic response; Shear strain; Liquefaction; Pore pressure; Soil dynamics; Shear tests; Soil mechanics; EarthquakesSun, 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: ; Disturbances; Consolidation; Plasticity; Mudstone; Clay soils; Damping; Offshore drilling; Void ratio; Graphs (Charts); Dynamic response; Cohesive soils; Shear strain; Stresses; Stabilized platforms; Loads (Forces); Soil mechanics; EarthquakesYokel, F. Y.
Effect of Subsurface Conditions on Earthquake Ground Motions.
January 1993, 100 p.
Identifying Number(s): NISTIR-4769
Keywords: Loma Prieta Earthquake; Seismic waves; Mathematical models; Earth movements; Dynamic response; Shear strain; Earthquake engineering; Earthquakes; Wave propagation; Spectra analysis; Soil properties; Soil profiles; Oakland (California)Idriss, I. M.
Assessment of Site Response Analysis Procedures.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., July 1993, 156 p.
Keywords: Loma Prieta Earthquake; Seismic waves; Shear stress; Yerba Buena Island; San Francisco (California); Soil-structure interactions; Soil dynamics; Seismographs; Seismic velocity; Shear strain; Soil mechanics; Treasure Island Naval Station; California; Subsurface investigations; San Francisco Airport; Site characterization; Seismic response; Seismic effects; Seismological station; Spectrum analysis; Ground motion; Shear waves; AccelerometersDobry, R.; Ladd, R. S.; Yokel, F. Y.; Chung, R. M.; Powell, D.
Prediction of Pore Water Pressure Buildup and Liquefaction of Sands during Earthquakes by the Cyclic Strain Method.
July 1982, 176 p.
Identifying Number(s): NBS-BSS-138
Keywords: Stress strain diagrams; Seismic loads; Shear strain; Earthquake engineering; Pore pressure; Liquefaction; Shear modulus; Liquefaction (Soils); Cyclic loads; Sands; EarthquakesOstadan, F.; Deng, N.; Arango, I.
Energy-Based Method for Liquefaction Potential Evaluation. Phase 1. Feasibility Study.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., August 1996, 274 p.
Identifying Number(s): NIST/GCR-96/701
Keywords: ; Stress-strain relations; Seismic waves; Strain rate; Liquefaction; Laboratory tests; Strain energy release rate; Shear strain; Soil sampling; Acceleration; Sands; Soil mechanics; Earthquake magnetic; Vibration dampling; Strain measurement; Pore pressure; Seismic effects; Ground motion; Earthquakes