NEHRP Clearinghouse

displaying 1 - 10 results in total 39

  • Kariotis, J. C.; Waqfi, O. M.; Ewing, R. D.
    Computer Program Using Beam Elements for the Nonlinear, Dynamic Analysis of Lumped Parameter Models.
    National Science Foundation, Washington, DC., February 1992, 96 p.
    Identifying Number(s): REPT-2.3-5
    Keywords: Dynamic response; LPM/II computer program; Damping; Computer programs; Earthquake engineering; Beams (Supports); Loads (Forces); Masonry; Reinforcement (Structures); Matrices (Mathematics); Mechanical properties; Equations of motion; Walls; Stiffness; Boundary conditions; Concrete; Displacement; Degrees of freedom; Algorithms; Nonlinear systems; Dynamic structural analysis

  • Blondet, M.; Mayes, R. L.
    Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 1. General Information.
    National Science Foundation, Washington, DC., April 1991, 163 p.
    Identifying Number(s): REPT-3.2(B2)-VOL-1
    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

  • Basoez, N.; Kiremidjian, A. S.
    Prioritization of Bridges for Seismic Retrofitting.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., January 1995, 174 p.
    Keywords: Traffic impedances; Seismic retrofitting; Damage assessment; Reinforcement (Structures); Earthquake resistant structures; Knowledge based systems; Risk assessment; Earthquake engineering; Priorities; Reinforcing materials; Structural design; Bridge design; Highway management; Highway maintenance; Bridge failures; Structural analysis; Algorithms; Expert systems; Rehabilitation

  • Todd, D. R.
    Seismic Safety of Federal Buildings. Initial Program: How Much Will It Cost.
    Federal Emergency Management Agency, Washington, DC. Mitigation Directorate., April 1994, 40 p.
    Identifying Number(s): NISTIR-5419
    Keywords: Building codes; Earthquake engineering; Reinforcement (Structures); Earthquake resistant structures; Seismic design; Structural design; Cost estimates; Federal buildings; Design criteria; Design standards; Cost analysis; Seismic safety; Retrofitting

  • Stone, W. C.; Taylor, A. W.
    Seismic Performance of Circular Bridge Columns Designed in Accordance with AASHTO/CALTRANS Standards.
    Federal Highway Administration, McLean, VA., February 1993, 133 p.
    Identifying Number(s): NIST/BSS-170
    Keywords: Earthquake damage; Earthquake resistant structures; Circular bridge columns; Hysteresis; Reinforcement (Structures); Seismic design; Spiral reinforcement; Lateral pressure; Earthquake engineering; Reinforced concrete; Failure modes; Bridge design; Columns (Supports); Dynamic loads; Cyclic loads; Bridges (Structures); Standards; Dynamic structural analysis

  • Seible, F.; Hegemier, G. A.; Priestley, M. J. N.; Kingsley, G. R.; Kurkchubasche, A. G.; Igarashi, A.
    U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test. Preliminary Report.
    National Science Foundation, Arlington, VA., October 1992, 68 p.
    Keywords: Earthquake damage; Concrete slabs; Masonry buildings; Buildings; Structural design criteria; Earthquake resistant structures; Earthquake engineering; Dynamic response; Masonry; Structural vibration; Damage assessment; Reinforcement (Structures); International cooperation; Structural failure; Walls; Displacement; Construction materials; Cracks; Japan; United States; Ductility

  • 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

  • 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