NEHRP Clearinghouse

displaying 1 - 6 results in total 6

  • Chong, W. H.; Soong, T. T.
    Sliding Fragility of Unrestrained Equipment in Critical Facilities.
    National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., July 5, 2000, 144 p.
    Identifying Number(s): MCEER-00-0005
    Keywords: Earthquake damages; Bracing; Buildings; Tests; Earthquake engineering; Fragility; Sliding friction; Structural components; Discrete systems model; Earthquakes; Fastenings; Structural responses; Shaking tables tests; Analytical techniques; Shaking; Stability; Nonstructural components; Mathematical models; Unrestrained equipment; Stability bounds; Critical facilities

  • Spacone, E.; Ciampi, V.; Filippou, F. C.
    Beam Element for Seismic Damage Analysis.
    National Science Foundation, Arlington, VA., August 1992, 134 p.
    Identifying Number(s): UCB/EERC-92/07
    Keywords: ; Earthquake damage; Dynamic response; Numerical integration; Structural components; Earthquake engineering; Structural vibration; Finite element method; Structural engineering; Stiffness; Structural response; Structural analysis; Deformation; Nonlinear systems; Beams (Structural)

  • Filippou, F. C.; D'Ambrisi, A.; Issa, A.
    Nonlinear Static and Dynamic Analysis of Reinforced Concrete Subassemblages.
    National Science Foundation, Arlington, VA.; Istituto Superiore di Ricerca sui Materiali Speciali, Terni (Italy).; Italian Dottorato di Ricerca Meccanica delle Strutture, Bologna (Italy)., August 1992, 198 p.
    Identifying Number(s): UCB/EERC-92/08
    Keywords: ; Dynamic response; Ground motion; Structural components; Earthquake engineering; Reinforcement (Structures); Earthquake resistant structures; Stress analysis; Reinforced concrete; Stiffness; Girders; Displacement; Structural analysis; Dynamic models; Nonlinear systems

  • 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

  • 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