NEHRP Clearinghouse

displaying 1 - 6 results in total 6

  • 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

  • Mehrabi, A. B.; Shing, P. B.; Schuller, M. P.; Noland, J. L.
    Performance of Masonry-Infilled R/C Frames under In-Plane Lateral Loads.
    National Science Foundation, Arlington, VA., October 1994, 272 p.
    Identifying Number(s): CU/SR-94/6
    Keywords: Prototypes; Stress strain relations; Earthquake damage; Strain gages; Frames; Shear stresses; Failure modes; Structural failure; Cracks; Algorithms; Infilled panels; Earthquake engineering; Structural components; Reinforced concrete; Displacement; Cyclic loads; Dynamic response; Lateral loads; Cracking (Fracturing); Masonry; Finite element method; Wall loading; Concrete structures; 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: ; Earthquake damage; Ductility; Damage assessment; Dynamic response; Earthquake engineering; Hysteresis; Seismic design; Reinforced concrete; Failure modes; Structural failure; Displacement; Columns (Supports); Fatigue limit; Cyclic loads; Bridges (Structures); Dynamic structural analysis

  • Cheok, G. S.; Stone, W. C.
    Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 4.
    June 1994, 74 p.
    Identifying Number(s): NISTIR-5436
    Keywords: ; Earthquake resistant structures; Beams (Supports); Earthquake engineering; Stress analysis; Failure modes; Structural failure; Precast concrete; Model tests; Concrete structures; Structural analysis; Construction joints; Cyclic loads; Compressive strength

  • 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

  • O'Rourke, M. J.; Liu, X.
    Response of Buried Pipelines Subject to Earthquake Effects.
    January 1999, 276 p.
    Identifying Number(s): ['MCEER-99-MN03', 'ISBN-0-9656682-3-1']
    Keywords: Hazards; Geologic faults; Underground structures; Structural response; Body waves; Earthquake damage; Pipelines; Soil structure interactions; Failure modes; Lifelines; Liquefaction; Ground motion; Buried objects; Seismic effects; Attenuation; Seismic surface waves; Dynamic structural analysis; Seismic waves; Landslides; Wave propagation; Mitigation; PGD (Permanent Ground Deformation)