NEHRP Clearinghouse

displaying 11 - 14 results in total 14

  • Singhal, A.; Kiremidjian, A. S.
    Method for Developing Motion Damage Relationships for Reinforced Concrete Frames, May 1995.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 11, 1995, 124 p.
    Keywords: ; Earthquake damage; Dynamic response; Ground motion; Earthquake resistant structures; Earthquake engineering; Structural components; Matrices (Mathematics); Reinforced concrete; Structural failure; Concrete structures; Mathematical models

  • Singhal, A.; Kiremidjian, A. S.
    Method for Earthquake Motion-Damage Relationships with Application to Reinforced Concrete Frames.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., September 10, 1997, 256 p.
    Keywords: ; Dynamic response; Ground motion; Earthquake damage; Damage assessment; Earthquake engineering; Structural components; Fragility; Monte Carlo method; Autoregressive processes; Sensitivity analysis; Frames; Bayes theorem; Reinforced concrete; Soil-structure interactions; Structural failure; Seismic effects; Gaussian processes; Probability; Concrete structures; Mathematical models

  • 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

  • Phan, L. T.; Cheok, G. S.; Todd, D. R.
    Strengthening Methodology for Lightly Reinforced Concrete Frames: Recommended Design Guidelines for Strengthening with Infill Walls.
    May 1995, 62 p.
    Identifying Number(s): NISTIR-5682
    Keywords: Dynamic response; Design analysis; Reinforcement (Structures); Earthquake engineering; Loads (Forces); Structural design; Frames; Reinforced concrete; Structural failure; Infilled walls; Displacement; Design criteria; Concrete structures; Structural analysis; Shear strength