NEHRP Clearinghouse

displaying 21 - 30 results in total 86

  • Durrani, A. J.; Wight, J. K.
    Experimental and Analytical Study of Internal Beam to Column Connections Subjected to Reversed Cyclic Loading.
    National Science Foundation, Washington, DC., July 1982, 298 p.
    Identifying Number(s): UMEE-82R3
    Keywords: Earthquake engineering; Beams (Supports); Earthquake resistant structures; Mechanical hysteresis; Reinforced concrete; Concrete construction; Columns (Supports); Dynamic loads; Ultimate strength method; Construction joints; Stiffness methods

  • Popov, E. P.
    Seismic Moment Connections for Moment-Resisting Steel Frames.
    National Science Foundation, Washington, DC.; American Iron and Steel Inst., Washington, DC., January 1983, 65 p.
    Identifying Number(s): UCB/EERC-83/02
    Keywords: Splice plates; Dynamic structural analysis; Steel structures; Earthquake engineering; Earthquake resistant structures; Beams (Supports); Webs (Supports); Columns (Supports); Construction joints; Cyclic loads; Structural flanges; Seismic risk

  • Nakata, S.; Sproul, T.; Penzien, J.
    Mathematical Modelling of Hysteresis Loops for Reinforced Concrete Columns.
    National Science Foundation, Washington, DC., June 1978, 92 p.
    Identifying Number(s): UCB/EERC-78/11
    Keywords: Dynamic response; Earthquake engineering; Mechanical hysteresis; Earthquakes; Reinforced concrete; Columns (Supports); Mathematical models; Cyclic loads

  • Atalay, M. B.; Penzien, J.
    The Seismic Behavior of Critical Regions of Reinforced Concrete Components as Influenced by Moment, Shear and Axial Force.
    National Science Foundation, Washington, D.C., December 1975, 262 p.
    Identifying Number(s): EERC-75-19
    Keywords: Buildings; Earthquake engineering; Loads (Forces); Earthquakes; Stiffness; Girders; Concrete construction; Columns (Supports); Mathematical models; Deformation

  • Klingner, R. E.; Bertero, V. V.
    Infilled Frames in Earthquake-Resistant Construction.
    National Science Foundation, Washington, D.C., December 1976, 292 p.
    Identifying Number(s): EERC-76-32
    Keywords: Grout; Computer programs; Earthquake resistant structures; Earthquake engineering; Reinforced concrete; ANSRI computer program; Concrete construction; Columns (Supports); Infilled frames; Cyclic loads; Shear stress; Framed structures

  • Powell, G. H.; Row, D. G.
    Influence of Design and Analysis Assumptions on Computed Inelastic Response of Moderately Tall Frames.
    National Science Foundation, Washington, D.C., April 1976, 116 p.
    Identifying Number(s): EERC-76-11
    Keywords: Ground motion; Buildings; Elastic properties; Earthquake engineering; Beams (Supports); Earthquakes; Reinforced concrete; Earth movements; Design criteria; Columns (Supports); Dynamic structural analysis

  • Mostafa, K.; Sanders, D.; Saiidi, M. S.
    Impact of Aspect Ratio on Two-Column Bent Seismic Performance.
    California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC., March 2004, 594 p.
    Identifying Number(s): CCEER-04-03
    Keywords: ; Hinges; Performance evaluation; Static loads; Loads (Forces); Earthquakes; Joints (Junctions); Beam tests; Seismic effects; Impact; Design criteria; Columns (Supports); Concrete structures; Bridges (Structures)

  • Anderson, J. C.; Duan, X.
    Repair/Upgrade Procedures for Welded Beam to Column Connections.
    National Science Foundation, Arlington, VA., May 1998, 242 p.
    Identifying Number(s): PEER-1998/03
    Keywords: ; Welded joints; Earthquake engineering; Beams (Supports); Finite element analysis; Columns (Supports); Framed structures; Retrofitting

  • 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

  • Villaverde, R.
    Investigation on the Cause of Numerous Upper Floor Failures during the 1985 Mexico City Earthquake.
    National Science Foundation, Washington, DC., November 1989, 114 p.
    Keywords: Floors; Failure; Hinges; Buildings; Building codes; Plastics; Beams (Supports); Earthquakes; Acceleration; Stiffness; Design criteria; Columns (Supports); Assessments; Multistory buildings; Mexico