NEHRP Clearinghouse

displaying 41 - 50 results in total 70

  • 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

  • Saiidi, M.; Douglas, B.; Feng, S.; Hwang, E.; Maragakis, E.
    Effects of Axial Force on Frequency of Prestressed Concrete Bridges.
    National Science Foundation, Washington, DC., August 1992, 52 p.
    Identifying Number(s): CCEER-92-4
    Keywords: ; Prestressed concrete; Structural vibration; Fourier transformation; Mathematical models; Dynamic response; Concrete structures; Earthquake engineering; Displacement; Deflection; Girder bridges; Loads (Forces); Resonant frequencies; Dynamic structural analysis

  • 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: Reinforced concrete; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Whittier Narrows Earthquake; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysis

  • Evaluation of the Seismic Performance of a Thirty-Story RC Building.
    National Science Foundation, Washington, DC.; California Universities for Research in Earthquake Engineering, Richmond., July 1991, 260 p.
    Identifying Number(s): UCB/EERC-91/16
    Keywords: Reinforced concrete; Loma Prieta Earthquake; Framed structures; Earth movements; Elastic analysis; Displacement; Soil-structure interactions; Loads (Forces); Structural members; Ductility; Earthquake resistant structures; Structural vibration; California; Earthquake damage; Concrete structures; Seismic effects; Building codes; Fourier transformation; Dynamic response; Spectrum analysis; Earthquake engineering; Dynamic structural analysis

  • El-Attar, A. G.; White, R. N.; Gergely, P.
    Shake Table Test of a 1/8 Scale Three-Story Lightly Reinforced Concrete Building.
    National Science Foundation, Washington, DC.; National Center for Earthquake Engineering Research, Buffalo, NY., February 28, 1991, 175 p.
    Keywords: Reinforced concrete; Structural vibration; Vibration tests; Test facilities; Model tests; Dynamic response; Buildings; Concrete structures; Earthquake engineering; Bending moments; Displacement; Design analysis; Shake Table Tests; Loads (Forces); Structural members; Structural analysis

  • Choudhuri, D.; Mander, J. B.; Reinhorn, A. M.
    Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 1. Experimental Performance of Retrofitted Subassemblages.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 8, 1992, 132 p.
    Identifying Number(s): NCEER-92-0030
    Keywords: ; Earthquake resistant structures; Reinforced concrete; Seismic waves; Framed structures; Structural design; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Elastic analysis; Loads (Forces); Seismic effects; Dynamic structural analysis

  • Bracci, J. M.; Reinhorn, A. M.; Mander, J. B.
    Evaluation of Seismic Retrofit of Reinforced Concrete Frame Structures: Part 2. Experimental Performance and Analytical Study of a Retrofitted Structural Model.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., December 8, 1992, 197 p.
    Identifying Number(s): NCEER-92-0031
    Keywords: ; Earthquake resistant structures; Reinforced concrete; Framed structures; Seismic waves; Structural design; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Elastic analysis; Loads (Forces); Seismic effects; Dynamic structural analysis

  • Atkinson, R. H.; Kingsley, G. R.
    Comparison of the Behavior of Clay and Concrete Masonry in Compression.
    National Science Foundation, Washington, DC., September 1985, 157 p.
    Identifying Number(s): REPT-1.1-1
    Keywords: ; Masonry; Compression tests; Seismic design; Stress strain diagrams; Brick structures; Design standards; Earthquake engineering; Concrete structures; Prisms; Tests; Loads (Forces)

  • Hart, G. C.; Zorapapel, G. T.
    Reliability of Concrete Masonry Wall Structures.
    National Science Foundation, Washington, DC., December 1991, 232 p.
    Identifying Number(s): REPT-8.2-1
    Keywords: ; Masonry; Seismic design; Axial stress; Research management; Walls; Concrete structures; Earthquake engineering; Reliability; Lateral pressure

  • Beres, A.; White, R. N.; Gergely, P.
    Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details. Part 1. Summary of Experimental Findings of Full Scale Beam-Column Joint Tests.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., September 30, 1992, 81 p.
    Identifying Number(s): NCEER-92-0024
    Keywords: ; Seismic design; Framed structures; Columns (Supports); Concrete structures; Earthquake engineering; Cyclic loads; Tests