NEHRP Clearinghouse

displaying 31 - 37 results in total 37

  • Buonopane, S. G.; White, R. N.
    Seismic Evaluation of a Masonry Infilled Reinforced Concrete Frame by Pseudodynamic Testing.
    National Science Foundation, Arlington, VA., February 16, 1999, 168 p.
    Identifying Number(s): MCEER-99-0001
    Keywords: Cracking (Fracturing); Masonry; Seismic design; Framed structures; Pseudodynamic tests; Buildings; Earthquake engineering; Hysteresis

  • Khashaee, P.; Mohraz, B.; SAdek, F.; Lew, H. S.; Gross, J. L.
    Distribution of Earthquake Input Energy in Structures.
    January 2003, 98 p.
    Identifying Number(s): NISTIR-6903
    Keywords: ; Seismic design; Damage assessment; Damping; Ground motion; Earthquake engineering; Buildings; Hysteresis; Accelerometers; Ductility; Structural analysis

  • Kunnath, S. K.; El-Bahy, A.; Taylor, A. W.; Stone, W. C.
    Cumulative Seismic Damage of Reinforced Concrete Bridge Piers.
    National Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, McLean, VA.; California State Dept. of Transportation, Sacramento. Office of Structures Design., October 1997, 142 p.
    Identifying Number(s): NISTIR-6075
    Keywords: ; Failure modes; Bridges (Structures); Seismic design; Damage assessment; Reinforced concrete; Columns (Supports); Structural failure; Earthquake damage; Dynamic response; Earthquake engineering; Fatigue limit; Cyclic loads; Displacement; Hysteresis; Ductility; Dynamic structural analysis

  • 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: ; Seismic design; Reinforced concrete; Columns (Supports); Displacement; Hysteresis; Structural members; Damage assessment; Structural fatigue; Bridge piers; Cyclic loads; Ductility; Failure modes; Earthquake damage; Fatigue limit; Highway bridges; Dynamic response; Earthquake engineering; Energy dissipation; Reinforcement (Structures); Dynamic structural analysis

  • Pavlou, E. A.; Constantinou, M. C.
    Evaluation of Accuracy of Simplified Methods of Analysis and Design of Buildings with Damping Systems for Near-Fault and for Soft-Soil Seismic Motions.
    Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., August 16, 2004, 132 p.
    Keywords: Seismic design; Comparative evaluations; Near-field motions; Degrees of freedom; Ground motion; Buildings; Earthquake engineering; Accuracy; Hysteresis; Soft-soil motions; Ductility

  • Kunnath, S. K.
    Enhancements to Program IDARC: Modeling Inelastic Behavior of Welded Connections in Steel Moment-Resisting Frames.
    National Inst. of Standards and Technology (BFRL), Gaithersburg, MD., May 1995, 71 p.
    Identifying Number(s): NIST/GCR-95/673
    Keywords: Steels; Reinforced concrete; IDARC computer program; Computerized simulation; Retrofitting; Farmed structures; Walls; Damage analysis; Earthquake engineering; Hysteresis; Computer programs

  • 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: Bridges (Structures); Earthquake resistant structures; Seismic design; Failure modes; Spiral reinforcement; Columns (Supports); Dynamic loads; Reinforced concrete; Standards; Lateral pressure; Earthquake damage; Earthquake engineering; Circular bridge columns; Cyclic loads; Hysteresis; Bridge design; Reinforcement (Structures); Dynamic structural analysis