NEHRP Clearinghouse

displaying 1 - 4 results in total 4

  • Glaser, S. D.; Leeds, A. L.
    Preliminary Processing of the Lotung LSST Data.
    National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., March 1996, 62 p.
    Keywords: Lotung (Taiwan); Ground motion; Earthquake engineering; Soil profiles; Piezometers; Earthquakes; Data collection; Site characterization; Soil structure interactions; Earthquake magnitude; Data processing; Soil dynamics; Strain measurement; Seismic effects; Nuclear power plants; Soil mechanics; Seismic waves

  • Leiva, G.; Klingner, R. E.
    In-Plane Seismic Resistance of Two-Story Concrete Masonry Shear Walls with Openings.
    National Science Foundation, Washington, DC., August 1991, 319 p.
    Identifying Number(s): REPT-3.1(C)-2
    Keywords: Grout; Failure; Computer programming; Earthquake resistant buildings; Masonry; Loads (Forces); Test methods; Instrumentation; Flexural strength; Reinforced concrete; Walls; Strain measurement; Structural members; Design criteria; Construction; Axial stress; Mathematical models; Coupled walls; Deformation; Shear stress; Cantilever walls

  • Glaser, S.
    Estimating Soil Parameters Important for Lifeline Siting Using System Identification Techniques.
    March 1993, 102 p.
    Identifying Number(s): NISTIR-5143
    Keywords: Telecommunication; Seismic waves; Power lines; Earthquake engineering; Pipelines; Earthquakes; Roads; Soil dynamics; Strain measurement; System identification; Mathematical models; Liquefaction; Railroads

  • Ostadan, 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: ; Ground motion; Pore pressure; Strain rate; Laboratory tests; Soil sampling; Sands; Earthquakes; Strain measurement; Earthquake magnetic; Acceleration; Seismic effects; Shear strain; Vibration dampling; Strain energy release rate; Soil mechanics; Stress-strain relations; Liquefaction; Seismic waves