NEHRP Clearinghouse

displaying 31 - 40 results in total 54

  • Zerbe, H. E.; Durrani, A. J.
    Seismic Response of Connections in Indeterminate R/C Frame Subassemblies.
    National Science Foundation, Washington, DC., April 1990, 237 p.
    Identifying Number(s): REPT-40
    Keywords: Dynamic loads; Framed structures; Columns (Supports); Displacement; Stress analysis; Mechanical tests; Experimental data; Statically indeterminate structures; Strains; Earthquake resistant structures; Structural vibration; Cracking (Fracturing); Beams (Supports); Frames; Dynamic response; Joints (Junctions); Energy dissipation; Slabs; Dynamic structural analysis

  • Robertson, I. N.; Durrani, A. J.
    Seismic Response of Connections in Indeterminate Flat-Slab Subassemblies.
    National Science Foundation, Washington, DC., July 1990, 289 p.
    Identifying Number(s): REPT-41
    Keywords: Floors; Earthquake resistant structures; Dynamic loads; Mechanical tests; Structural vibration; Beams (Supports); Experimental data; Columns (Supports); Failure; Reinforced concrete; Shear properties; Dynamic response; Joints (Junctions); Displacement; Statically indeterminate structures; Slabs; Ductility

  • Rodriguez-Gomez, S.; Chung, Y. S.; Meyer, C.
    SARCF-II User's Guide Seismic Analysis of Reinforced Concrete Frames.
    National Science Foundation, Washington, DC., September 30, 1990, 96 p.
    Identifying Number(s): NCEER-90-0027
    Keywords: Earthquake resistant structures; Reinforced concrete; Framed structures; Damage; Beams (Supports); Columns (Supports); SARCF-II computer program; Computer applications; Hysteresis; User manuals (Computer programs); Design criteria; Structural analysis

  • Uang, C. M.; Bertero, V. V.
    Use of Energy as a Design Criterion in Earthquake-Resistant Design.
    National Science Foundation, Washington, DC., November 1988, 57 p.
    Identifying Number(s): UCB/EERC-88/18
    Keywords: ; Earthquake resistant structures; Beams (Supports); Seismic waves; Structural vibration; Mathematical models; Walls; Dynamic response; Energy methods; Earthquake engineering; Earthquakes; Energy dissipation; Ductility; Design criteria; 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)

  • Engelhardt, M. D.; Popov, E. P.
    Behavior of Long Links in Eccentrically Braced Frames.
    National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., January 1989, 415 p.
    Identifying Number(s): UCB/EERC-89/01
    Keywords: ; Seismic design; Earthquake resistant structures; Dynamic loads; Beams (Supports); Structural vibration; Steel structures; Deformation; Test facilities; Frames; Dynamic response; Earthquake engineering; Shear stress; Bending moments; Cyclic loads; Plastic analysis; Loads (Forces); Structural members

  • 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: Equations of motion; Displacement; Loads (Forces); Damping; Nonlinear systems; Masonry; Concrete; Matrices (Mathematics); Algorithms; LPM/II computer program; Stiffness; Beams (Supports); Walls; Dynamic response; Degrees of freedom; Earthquake engineering; Boundary conditions; Computer programs; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis

  • Waqfi, O. M.; Kariotis, J. C.
    Comparison of the Dynamic Response of a Damped MDOF Nonlinear Beam Model with an Equivalent SDOF Hysteretic Model.
    National Science Foundation, Washington, DC., April 27, 1992, 92 p.
    Identifying Number(s): REPT-2.3-6
    Keywords: ; Deformation; Earth movements; Displacement; Loads (Forces); Structural members; Damping; Mathematical models; Nonlinear systems; Masonry; Structural vibration; Mechanical hysteresis; Stiffness; Beams (Supports); Walls; Dynamic response; Degrees of freedom; Earthquake engineering; Energy dissipation; Reinforcement (Structures); Mechanical properties

  • Bracci, J. M.; Reinhorn, A. M.; Mander, J. B.
    Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 1. Design and Properties of a One-Third Scale Model Structure.
    New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 1, 1992, 181 p.
    Identifying Number(s): NCEER-92-0027
    Keywords: ; Seismic design; Reinforced concrete; Scale models; Framed structures; Beams (Supports); Retrofitting; Earthquake engineering; Office buildings; Loads (Forces); Dynamic structural analysis

  • Gergely, I.; Pantelides, C. P.
    Design Aid for Shear Strengthening of Reinforced Concrete T-Joints Using Carbon Fiber Reinforced Plastic Composites. Earthquake Research Program.
    National Science Foundation, Arlington, VA.; Federal Highway Administration, Washington, DC.; Utah Dept. of Transportation, Salt Lake City.; Idaho National Engineering and Environmental Lab., Idaho Falls., July 13, 1998, 204 p.
    Identifying Number(s): UUCE-98-02
    Keywords: ; Seismic design; Carbon fiber reinforced plastics; Beams (Supports); Columns (Supports); Retrofitting; Joints (Junctions); Composite materials; Highway bridges