NEHRP Clearinghouse

displaying 31 - 40 results in total 65

  • 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: ; Simulators; Earthquake resistant structures; Structural vibration; Steel structures; Seismic waves; Models; Mathematical models; Earthquake damage; Dynamic response; Earthquake engineering; Strength; Structural steels; Stiffness; Structural members; Earthquakes; Structural analysis

  • Tsai, K. C.; Popov, E. P.
    Steel Beam-Column Joints in Seismic Moment Resisting Frames.
    National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., November 1988, 452 p.
    Identifying Number(s): UCB/EERC-88/19
    Keywords: ; Fracturing; Reinforcing; Earthquake resistant structures; Beams (Supports); Moments; Columns (Supports); Frames; Loads (Forces); Dynamic response; Joints (Junctions); Earthquake engineering; Shear stress; Structural steels; Stiffness; Nonlinear systems; Structural members; Fractures (Materials)

  • Griffith, M. C.; Aiken, I. D.; Kelly, J. M.
    Experimental Evaluation of Seismic Isolation of a 9-Story Braced Steel Frame Subject to Uplift.
    National Science Foundation, Washington, DC., May 1988, 145 p.
    Identifying Number(s): UCB/EERC-88/05
    Keywords: ; Earthquake resistant structures; Framed structures; Structural vibration; Steel structures; Experimental data; Earth movements; Buildings; Earthquake engineering; Vibration damping; Stiffness; Vibration isolators; Bearings; Structural members; Earthquakes

  • Kusainov, A. A.; Clough, R. W.
    Alternatives to Standard Mode Superposition for Analysis of Non-Classically Damped Systems.
    National Science Foundation, Washington, DC., June 1988, 73 p.
    Identifying Number(s): UCB/EERC-88/09
    Keywords: ; Earthquake resistant structures; Structural vibration; Matrices (Mathematics); Mathematical models; Dynamic response; Superposition (Mathematics); Earthquake engineering; Buildings; Vibration damping; Stiffness; Dynamic structural analysis

  • Tsopelas, P. C.; Nagarajaiah, S.; Constantinou, M. C.; Reinhorn, A. M.
    3D-BASIS-M: Nonlinear Dynamic Analysis of Multiple Building Base Isolated Structures.
    National Science Foundation, Washington, DC., May 28, 1991, 192 p.
    Identifying Number(s): NCEER-91-0014
    Keywords: Earthquake resistant structures; 3D-BASIS-M computer program; Structural vibration; Mathematical models; Earthquake engineering; Vibration damping; Stiffness; Displacement; Vibration isolators; Bearings; Nonlinear systems; Dynamic structural analysis

  • 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: ; Earthquake resistant structures; Seismic waves; Structural vibration; Mathematical models; Dynamic response; Earthquake engineering; Vibration damping; Displacement; Stiffness; Vibration isolators; Structural members; Design criteria; Dynamic structural analysis

  • El-Attar, A. G.; White, R. N.; Gergely, P.
    Shake Table Test of a 1/6 Scale Two-Story Lightly Reinforced Concrete Building.
    National Science Foundation, Washington, DC., February 28, 1991, 107 p.
    Identifying Number(s): NCEER-91-0017
    Keywords: Reinforced concrete; Structural vibration; Deformation; Test facilities; Model tests; Dynamic response; Buildings; Concrete structures; Earthquake engineering; Shake table tests; Stiffness; Reinforcement (Structures); Earthquakes; Structural analysis

  • 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: ; Deformation; Structural vibration; Torsion; Earth movements; Elastic analysis; Dynamic response; Buildings; Earthquake engineering; Stiffness; Displacement; Seismic effects; Structural members; Structural analysis

  • Bollo, M. E.; Mahin, S. A.; Moehle, J. P.; Stephen, R. M.; Qi, X.
    Observations and Implications of Tests on the Cypress Street Viaduct Test Structure.
    National Science Foundation, Washington, DC.; California State Dept. of Transportation, Sacramento., December 1990, 291 p.
    Identifying Number(s): UCB/EERC-90/21
    Keywords: Earthquake resistant structures; Elevated highways; Moments; Loma Prieta Earthquake; Test facilities; California; Reinforcement (Structures); Earthquake damage; Dynamic tests; Highway design; Earthquake engineering; Highway improvements; Stiffness; Seismic effects; Rehabilitation; Loads (Forces); Cypress Street Viaduct; Structural analysis

  • Mengi, Y.; McNiven, H. D.; Tanrijulu, A. K.
    Models for Nonlinear Earthquake Analysis of Brick Masonry Buildings.
    North Atlantic Treaty Organization, Brussels (Belgium)., March 1992, 161 p.
    Identifying Number(s): UCB/EERC-92/03
    Keywords: ; Masonry; Structural vibration; Mathematical models; Walls; Reinforcement (Structures); Earthquake engineering; Bricks; Stiffness; Nonlinear systems; Seismic effects; Structural analysis