NEHRP Clearinghouse

displaying 51 - 60 results in total 65

  • O'Connor, D. N.; Saiidi, M.; Maragakis, E. A.
    Effect of Hinge Restrainers on the Response of the Madrone Drive Undercrossing during the Loma Prieta Earthquake.
    California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City., February 1993, 112 p.
    Identifying Number(s): CCEER-92-9
    Keywords: Earthquake damage; Bending; Dynamic response; Reinforcement (Structures); Earthquake engineering; Highway bridges; Earthquakes; Finite element method; Loma Prieta Earthquake; Stiffness; Moments; Displacement; Structural members; Computerized simulation; Deformation; Dynamic structural analysis

  • Meis, R. D.; Maragakis, E. M.; Siddharthan, R.
    Behavior of Underground Piping Joints Due to Static and Dynamic Loading.
    National Science Foundation, Arlington, VA., November 2003, 262 p.
    Identifying Number(s): MCEER-03-0006
    Keywords: Underground piping; Pipes (Tubes); Static loads; Loads (Forces); Pipelines; Testing; Joints; Mechanical properties; Research programs; Stiffness; Moment rotation; Strength (Mechanics); Load displacement; Pipe joints; Dynamic loads; Bending moments

  • Fenz, D. M.; Constantinou, M. C.
    Mechanical Behavior of Multi-Spherical Sliding Bearings.
    Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., March 6, 2008, 186 p.
    Identifying Number(s): MCEER-08-0007
    Keywords: Bearings; Surface properties; Isolation bearings; Earthquake engineering; FP bearings; Seismic design; Sliding bearings; Vibration damping; Mechanical behavior; Stiffness

  • Reinhorn, A. M.; Nagarajaiah, S.; Constantinou, M. C.; Tsopelas, P.; Li, R.
    3D-BASIS-TABS: Version 2.0 Computer Program for Nonlinear Dynamic Analysis of Three Dimensional Base Isolated Structures.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 22, 1994, 170 p.
    Keywords: Dynamic response; Buildings; Vibration isolators; Earthquake resistant structures; Computer programs; Earthquake engineering; Bearings; Structural vibration; Vibration damping; 3D-BASIS-TABS computer program; Stiffness; Dynamic structural analysis

  • Stewart, J. P.; Seed, R. B.; Fenves, G. L.
    Empirical Evaluation of Inertial Soil-Structure Interaction Effects.
    Geological Survey, Menlo Park, CA., November 1998, 240 p.
    Identifying Number(s): PEER-1998/07
    Keywords: Earthquake damage; Ground motion; Empirical analysis; SSI (Soil-Structure Interaction); Soil-structure interactions; Foundations (Structures); Vibration damping; Acceleration; Seismic effects; Shaking; Structural response; Stiffness; Soil properties; Soil mechanics; Empirical equations; Inertial interaction

  • Villaverde, R.
    Investigation on the Cause of Numerous Upper Floor Failures during the 1985 Mexico City Earthquake.
    National Science Foundation, Washington, DC., November 1989, 114 p.
    Keywords: Floors; Failure; Hinges; Buildings; Building codes; Plastics; Beams (Supports); Earthquakes; Acceleration; Stiffness; Design criteria; Columns (Supports); Assessments; Multistory buildings; Mexico

  • Bruneau, N.; Mahin, S. A.
    Inelastic Seismic Response of Structures with Mass or Stiffness Eccentricities in Plan.
    National Science Foundation, Washington, DC., September 1987, 316 p.
    Identifying Number(s): UCB/EERC-87/12
    Keywords: Earthquake damage; Dynamic response; Seismic waves; Elastic properties; Earthquake resistant structures; Structural vibration; Vibration; Earthquakes; Structural engineering; Stiffness; Displacement; Nonlinear systems; Ductility

  • Mostaghel, N.; Kelly, J. M.
    Design Procedure for R-FBI Bearings.
    National Science Foundation, Washington, DC., November 1987, 60 p.
    Identifying Number(s): UCB/EERC-87/18
    Keywords: Bearings; Vibration isolators; Earthquake resistant structures; Friction; Structural vibration; Structural design; Vibration damping; Shear properties; Structural engineering; Stiffness; Displacement; Resilient-Friction Base Isolator; Seismic waves

  • Paulson, T. J.; Abrams, D. P.
    Measured Inelastic Response of Reinforced Masonry Building Structures to Earthquake Motions.
    National Science Foundation, Washington, DC., October 1990, 310 p.
    Identifying Number(s): UILU-ENG-90-2013
    Keywords: ; Dynamic response; Earthquake resistant structures; Earthquake engineering; Masonry; Structural vibration; Earthquakes; Reinforcement (Structural); Experimental data; Finite element method; Reinforced concrete; Amplitude; Frequencies; Stiffness; Displacement; Nonlinear systems; Seismic waves

  • Goel, R. K.; Chopra, A. K.
    Inelastic Seismic Response of One-Story, Asymmetric-Plan Systems.
    National Science Foundation, Washington, DC., October 1990, 256 p.
    Identifying Number(s): UCB/EERC-90/14
    Keywords: ; Dynamic response; Buildings; Earthquake engineering; Structural vibration; Torsion; Seismic effects; Stiffness; Earth movements; Displacement; Elastic analysis; Structural members; Deformation; Structural analysis