NEHRP Clearinghouse

displaying 1 - 10 results in total 52

  • Youssef, N. F. G.; Bonowitz, D.; Gross, J. L.
    Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake.
    April 1995, 186 p.
    Identifying Number(s): NISTIR-5625
    Keywords: Earthquake damage; Dynamic response; Los Angeles (California); Buildings; Steel structures; Damage assessment; Cracking (Fracturing); Surveys; Seismic effects; Structural members; Moments; Frame structures; Northridge Earthquake; Construction joints; Dynamic structural analysis

  • Chung, Y. S.; Meyer, C.; Shinozuka, M.
    Seismic Damage Assessment of Reinforced Concrete Members.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., October 9, 1987, 94 p.
    Keywords: ; Earthquakes; Reinforced concrete; Dame; Seismic effects; Structural members; Structural analysis

  • Filippou, F. C.; Issa, A.
    Nonlinear Analysis of Reinforced Concrete Frames under Cyclic Load Reversals.
    National Science Foundation, Washington, DC., September 1988, 134 p.
    Identifying Number(s): UCB/EERC-88/12
    Keywords: ; Earthquake resistant structures; Structural vibration; Frames; Reinforced concrete; Structural members; Columns (Supports); Mathematical models; Structural analysis; Deformation; Cyclic loads; Nonlinear systems

  • Whittaker, A. S.; Uang, C. M.; Bertero, V. V.
    Experimental Study of the Behavior of Dual Steel Systems. U.S.-Japan Cooperative Earthquake Research Program.
    National Science Foundation, Washington, DC., July 1990, 352 p.
    Identifying Number(s): UCB/EERC-88/14
    Keywords: ; Dynamic response; Earthquake damage; Steel structures; Earthquake resistant structures; Earthquake engineering; Models; Simulators; Structural vibration; Earthquakes; Structural steels; Stiffness; Strength; Structural members; Mathematical models; Structural analysis; Seismic waves

  • Nader, M. N.; Astaneh-Asl, A.
    Experimental Studies of a Single Story Steel Structure with Fixed, Semi-Rigid and Flexible Connections.
    National Science Foundation, Washington, DC., August 1989, 217 p.
    Identifying Number(s): UCB/EERC-89/15
    Keywords: ; Dynamic response; Connectors; Steel structures; Earthquake engineering; Dynamic tests; Loads (Forces); Earthquakes; Structural vibration; Vibration; Experimental data; Joints (Junctions); Test facilities; Structural members; Mathematical models; Structural analysis; Seismic waves

  • Theodossiou, D.; Constantinou, M. C.
    Evaluation of SEAOC Design Requirements for Sliding Isolated Structures.
    National Science Foundation, Washington, DC., June 10, 1991, 246 p.
    Identifying Number(s): NCEER-91-0015
    Keywords: ; Dynamic structural analysis; Dynamic response; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Structural vibration; Vibration damping; Stiffness; Structural members; Displacement; Design criteria; Mathematical models; Seismic waves

  • Straw, D. L.; Saiidi, M.; O'Connor, D. N.
    Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure.
    National Science Foundation, Washington, DC., March 1992, 47 p.
    Identifying Number(s): CCEER-92-1
    Keywords: ; Hinges; Dynamic response; Earthquake damage; Computer programs; Earthquake engineering; Reinforcing steels; Loads (Forces); Structural vibration; Reinforced concrete; Bridge piers; Shear properties; Structural members; Displacement; Model tests; Deformation; Cyclic loads; Seismic waves

  • 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

  • Pantazopoulou, S. J.; Moehle, J. P.
    Effect of Slabs on the Flexural Behavior of Beams.
    National Science Foundation, Washington, DC., October 1987, 131 p.
    Identifying Number(s): UCB/EERC-87/17
    Keywords: ; Floors; Tension; Earthquake resistant structures; Beams (Supports); Loads (Forces); Slabs; Stress analysis; Earthquakes; Experimental data; Stiffness; Structural members; Mathematical models; Structural analysis; Seismic waves

  • Astaneh-Asl, A.; Nader, M. N.
    Cyclic Behavior of Steel Double Angle Connections.
    URS/John A. Blume and Associates, San Francisco, CA., January 1988, 82 p.
    Identifying Number(s): UCB/EERC-88/03
    Keywords: ; Fatigue strength at N cycles; Connectors; Stress cycle; Fatigue (Materials); Loads (Forces); Mechanical properties; Test facilities; Structural steels; Structural members; Structural analysis; Fatigue life