NEHRP Clearinghouse

displaying 71 - 80 results in total 110

  • Kunnath, S. K.; El-Bahy, A.; Taylor, A.; Stone, W.
    Cumulative Seismic Damage of Reinforced Concrete Bridge Piers.
    Federal Highway Administration, Washington, DC., September 2, 1997, 204 p.
    Identifying Number(s): NCEER-97-0006
    Keywords: ; Earthquake damage; Ductility; Damage assessment; Energy dissipation; Earthquake engineering; Reinforcement (Structures); Dynamic response; Highway bridges; Seismic design; Hysteresis; Bridge piers; Failure modes; Reinforced concrete; Structural fatigue; Structural members; Displacement; Columns (Supports); Fatigue limit; Cyclic loads; Dynamic structural analysis

  • 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

  • Miranda, E.; Bertero, V. V.
    Evaluation of the Seismic Performance of a Ten-Story RC Building during the Whittier Narrows Earthquake.
    National Science Foundation, Washington, DC.; California Div. of Mines and Geology, Sacramento.; Kajima Inst. of Construction Technology, Tokyo (Japan)., October 1991, 112 p.
    Identifying Number(s): UCB/EERC-91/10
    Keywords: Soil-structure interactions; Earth movements; Structural members; Elastic analysis; Fourier transformation; Earthquake damage; Ductility; Building codes; Earthquake engineering; Reinforced concrete; Seismic effects; Displacement; Spectrum analysis; California; Framed structures; Dynamic structural analysis; Dynamic response; Earthquake resistant structures; Loads (Forces); Structural vibration; Whittier Narrows Earthquake; Concrete structures

  • 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

  • Blondet, M.; Mayes, R. L.
    Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 3. Walls No. 8, 9, 10, and 11 (Group 2).
    National Science Foundation, Washington, DC., April 1991, 309 p.
    Identifying Number(s): REPT-3.2(B2)-VOL-3
    Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); Masonry

  • Blondet, M.; Mayes, R. L.
    Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 4. Walls No. 3, 5 and 7 (Group 3).
    National Science Foundation, Washington, DC., April 1991, 255 p.
    Identifying Number(s): REPT-3.2(B2)-VOL-4
    Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); Masonry

  • Kariotis, J. C.; Waqfi, O. M.
    Trial Designs Made in Accordance with Tentative Limit States Design Standards for Reinforced Masonry Buildings.
    National Science Foundation, Washington, DC., February 1992, 242 p.
    Identifying Number(s): REPT-9.1-2
    Keywords: ; Earthquake damage; Damping; Buildings; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Masonry; Structural design; Mechanical properties; Walls; Stiffness; Structural members; Moments; Displacement; Earth movements; Seismic effects; Design standards; Mathematical models; Deformation

  • Kariotis, J. C.; El-Mustapha, A. M.; Ewing, R. D.
    Influence of Foundation Model on the Uplifting of Structures.
    National Science Foundation, Washington, DC., July 1988, 41 p.
    Identifying Number(s): REPT-2.3-2
    Keywords: ; Dynamic response; Earthquake damage; Buildings; Damping; Earthquake engineering; Loads (Forces); Foundations; Uplift pressure; Earth movements; Degrees of freedom; Displacement; Soil mechanics; Mathematical models; Algorithms; Dynamic structural analysis